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STONEX R2 - geobauen

1. wWhen the screen displays the height Height Transfer of known point press F1 All or F1 Select Target Meas F2 DIST F3 RECORD to start Or measuring The height of station can be F2 IZ g X calculated P F3 All SEARCH Height Transfer HT Tran Result Stn Pt Corr 1 500m No Pts 10 0000m Press PAGE to turn to Page 2 to PAGE Add Pt BACK OK display the measurement result Height Transfer 2 2 HT Tran Result OCC1 Stn Pt XO NO 1 500 m YO EO 10 0000 m HO 8 250 m No Pts 10 0000 m St Dev Add Pt BACK Height Transfer Press F2 FACE to measure the Turn to face same target in second face If you don t need to face measure the same point press F1 Add Pt to F2 add a measurement of the known point Height Transfer Select Target Meas Pt ID R HT H Z 1 500m Q 10 0000m SEARCHI 55 STONEX R2 After the Face measurement return to the result menu and press F1 Add Pt follow the steps to continue the measurement of the next known point F1 This measurement of a maximum of 5 target After all function provides the points in two faces measurements are completed press F4 to confirm the result in the menu of Height Transfer F4 aD F1 BACK Back to Height Transfer Result menu F2 OL
2. A Find the other page A bi Press PAGE to display other pages of EDM Type IR this data EDM Mode Fine S Prism type Prism Prism 30mm START FIND B B Find the other data O 2 dy Press 4 to display all data in the job Station SYS MESS one by one OCC1 1 000 m 2010 08 22 14 44 52 Press F4 FIND to return to View Measurements View Measurements main menu Job ob Stn Pt To return to File Management menu PtID F4 View All Meas Value press ESC LIST X1 The first data of general job documents displays some measurement information such as Data of job establishment type of prism EDM etc X2 4P indicates that user can use navigation key D gt to display each data in job X3 VF A indicates that there are still some other pages of this data and it may be displayed by pressing PAGE 6 3 1 2 Viewing Designated PtID in Job Starts searching point R2 Total Station provides point search function based on taking measurement station as searching condition Determine the searching scope at first it may be one PtID of one station in job Or all measurement data named with this PtID in job Therefore in operation user can input complete pointIDs or the pointIDs with wildcard OPERATIONAL STEPS OPERATION DISPLAY In View Measurements menu input View Measurements the job name to search
3. EDM Mode Tracking 4 Input prism constant and press Input 30 ENT Prism 30 0mm X1 X2 ENT After finishing setting press EDM Settings F3 SET to return to measure function F3 Quit the parameter If to cancel the settings press ESC a dialog will appear as the right picture CANCEL Press F1 returning to EDM Settings to renew the EDM parameters Press F4 to return to the measure function X1 About the way to input prism constant please refer to 2 7 INPUTTING MODE X2 The scope of prism constant 99mm 99mm Step Length 0 1mm 3 2 4 Setting Atmosphere Data Refraction modules The instrument will automatically correct the effect of atmosphere refraction and the earth curvature when calculating the horizontal distance and the height differences The correction for atmosphere refraction and the earth curvature are done by the formulas as follows Corrected Horizontal Distance D S cosa sina S cosa K 2 2Re Corrected Height Differentia H S sina cosa S cosa 1 K 2Re C If the correction of atmosphere refraction and the earth curvature is neglected the calculation formula of horizontal distance and the height differentia are D S cosa H S sina In formula K 0 14 UU Atmosphere Refraction Modulus Re 6370 km 0 The Earth Curvature Radius a orB CU The Vertical Angle Calculated From H
4. X1 Rod Length Total length of hidden point rod Dist R1 R2 Spacing between the centers of reflector R1 and R2 Meas Tol Limit of the difference between the given and measured spacing of the reflectors If the tolerance value is exceeded the program will prompt a warning 4 7 CHECKING TIE Calculation and display of the slope and horizontal distance height difference azimuth grade and coordinate differences between the last two measured points Valid distance measurements are required for the calculation Az N azimuth 58 STONEX R2 S STONEX OPERATIONAL STEPS OPEARTION DISPLAY Measure 1 4 Pt ID 16 R HT 1 500m In Measure menu measure 2 points H Z 10 0000m that are used to check tie 2X1 Function 1 4 F1 Level 1 F2 Target Offset 2 F3 Delete Last Record 3 F4 Main Settings 4 Cra r2 Ca Fa After finishing measuring these 2 FNC LF Fe LFS LF points press soft key FNC to enter Functi 2 4 into the Function menu Then press PAGE enuncuen 2 PAGE to turn to Page 2 Fl Height Transfer F2 Hidden Point F3 Free Coding F4 Check Tie Check Tie 1 2 v Press F4 to enter into Check Tie esd 0 menu The screen displays the AZ of 2 F4 4 298 m points and the relations of the HD SD 4 316 m and VD
5. OPERATIONAL STEPS OPERATIONAL STEPS OPERATION DISPLAY Programs Surveying F2 Stake Out F3 Free Station In Programs menu press PAGE F4 COGO to enter into Page 2 and press F1 to IPAGE oe start Tie Distance measurement F1 Set job measurement station and orientation and press F4 to start measurement As the method of setting job station and orientation have been introduced previously it will not be repeated here Programs 2 3 Fl Tie Distance F2 Area Plan F3 Remote Height F4 Reference Line Arc Tie Distance F1 Setting Job 1 F2 Setting Station 2 F3 Setting Orientation 3 F4 Start 4 114 STONEX R2 Select the method of tie distance measurement Here take Fl Polygonal for example F1 S STONEX Tie Distance Select Method F1 Polygonal A B B C F2 Radial A B A C Several methods are available to obtain the points applied in tie distance A Input PtID of the first target point Al and the prism height of that point Collimate the prism center and press F1 All or F1 DIST F2 RECORD to start measurement B Press LIST In Pt Search dialog DA through pressing to call up PtID from job C Input PtID and press SEARCH to see whether the point exists in job If yes proceed to the next step if not you need to input the coordinate of known point first D Press
6. 164 STONEX R2 A The search results are shown on the code item and are highlighted by the cursor If there are several codes with the same name display them one by one by pressing4D B If wildcard is input it will start displaying from the first code in the file By pressing D Oto display all codes in the file one by one C If the input code doesn t exist in the file the coding item displays a blank The cursor stays on the Find item and continue user can inputting codes to be searched Press ESC to return to File Management menu Code View Del 1 2 Find CODE Desc Infol Infol Infol PATH PATH 4 gt Code View Del 1 2 Find CODE Desc Infol Infol Infol Code View Del 1 2 Find CODE Desc Infol Infol Infol INEW START File Management 1 2 Fl F2 F3 F4 Job Known Points Measurements Codes 6 4 3 Deleting Code OPERATIONAL STEPS OPERATION DISPLAY After entering code function dialog A press directly lt D Q gt to search The Find Code View Del 1 2 a ind r codes in document will be displayed Code 14 gt one by one Desc o Infol ee Infol ee Infol eo B NEW START LAST DELETE 165 STONEX R2 Press to move cursor to Find item input the code name to be deleted and press EN I C
7. graphic on the right of the screen displays the relation among the prism All DIST STAKE RECORD ShiftL station and the line 148 STONEX R2 AS BuiltCheck PUD RHT Proceed the measurement of other points in the same approach A STAKE ShiftL Information shown in AS Builtcheck is introduced follow Longitude in direction of the line is positive expresses the point measured lies between the start point and end point of the line Right latitude offset is positive expresses the point measured is on the right of the line H is positive expresses the point measured is higher than the start point of the line CSThe height of start point of the line is always set as the reference height Soft Keys F3 STAKE The program switches to Stake Out function F3 ShiftL Input a shift value to shift the line horizontally 5 13 4 Stake Out Here you can search or enter points to be staked out related to the measured line OPERATIONAL STEPS OPERATION DISPLAY Stake Out PtlD R HT In AS BuiltCheck menu press F3 STAKE to enter into Stake Out function X 1 STAKE RECORD SHIFTU Input the PtID of the point to be Stake Out staked out and press ENT Move on
8. CANCEL Define VT AL Press F4 to store this alignment g Chain data and returns to Define VT H Z Alignment main menu Proceed to Length input next alignment data PREV 5 12 5 Editing Vertical Alignment Data It is able to be applied to edit vertical alignment data The operation steps are similar to that of editing horizontal alignment 134 STONEX R2 S STONEX DISPLAY OPERATIONAL STEPS OPERATION Use soft keypad below the screen press PREV or NEXT to find out the alignment data needed to edit F1 or F2 User may also press SEARCH to search for the data needed to edit In F3 Find VT Alignment dialog input the chainage of alignment data needed to edit and press ENT Input chain Define VT AL 16 16 Chain H Z Length IPREV 100 000 m 100 000 m 0 000 m SEARCH START SEARCH Search VT Alignment IDELETE Input new data and press ENH Input new data ENT Define VT AL 2 2 Chain H Z Length 150 000 m 25 010 m 20 000 m IPREV SEARCH Press F2 NEXT the procedure displays Save Edit Alignment If yes press F4 OK To re edit it press F1 CANCEL F2 Define VT AL Save Edit Alignment CANCEL S
9. X 1 To shift the line horizontally press F3 ShiftL X2 Longitude offset direction is positive Arrowhead upwards Target point is further away from measurement point Latitude offset is positive Arrowhead rightwards Target point is on the right of measurement point H is positive Arrowhead upwards Target point is higher than measurement point The height of the line start point is always used as the reference height To give a better overview the graphics are designed in accordance with the scale Therefore it s possible that the station point moves in the graphic Be aware that the start point and the end point of the line are measured in the previous coordinate system When staking out these points they appear in the old system and appear as shifted 150 STONEX R2 STONEX During operating the application the previous Orientation and Station parameters will be replaced by the new calculated ones 6 FILE MANAGEMENT File management includes all the functions of inputting editing and examining data in the field File Management 1 2 F1 Job F2 Known points F3 Measurements F4 Codes File Management T 2 2 Fl Initialize Memory F2 Memory Statistic 6 1 JOB C All measurement data is stored in selected job such as the known points measurement points coding and results etc CS This function can launch new establishment selection deletion of a job C The definition
10. F3 Set Orientation 3 F4 Start 4 1 For more information about point search please refer to 2 8 Point Search You can also search via wildcard See 2 9 Wildcard Search 5 2 2 Calling up Known Point in Internal Memory LIST In terms of setting station PtID you can also call it up directly from internal memory without inserting 65 STONEX R2 STONEX Setting Station Input Station PtID In Setting Station menu press F2 F2 LIST Stn Pt Point Search Data of all known points and p measured points will be displayed Pt ID 56 X N 155 301m Y E 152 361m H Z 129 569m Date 2011 06 17 Press navigation key to select the Time 14 52 06 Start OK needed point VIEW i h di ENN to view the coordinate Coord Input information of the point Job A 1 PTS ENHI to input coordinate data in the Pt ID na l X N M job Y E M JOB to select data from other job Y H E M BACK Save JOB Point Search Job 1 Pt ID 3 More Job Select job input Pt Coord FIND OSET ENH sT F4 Setting Station Input Input INS HT After selecting the needed point instrument i INS Ht press F4 OK to enter into INS H
11. OSET Set Manually BsPt 2 R HT aK 1 500m AZ 9 11 25 Sight BsPt Meas amp Rec SET EDM OSET Setting Meas F1 Setting Job 1 F2 Setting Station 2 F3 Set Orientation 3 F4 Start 4 G STONEX STONEX R2 A target with known coordinates can also be used to determine the orientation The 5 3 2 with Coordinates number of known points can be one or more This series of instrument provides a method of backsight point orientation with a maximum of 5 known points 3 I In the picture 1 Backsight Point 1 2 Back Sight Point 2 3 Backsight Point 3 STEPS 1 Press F2 to activate orientation with coordinates function 2 Input the orientation PtID and determine the point found 3 Input and confirm the reflector height A maximum of 5 target points with known coordinates can be used C Orientation coordinates can be either obtained from the internal memory or entered manually 69 STONEX R2 S STONEX OPERATIONAL STEPS OPERATION Press F2 to select the method to set orientation F2 Input the backsight PtID and press Input ENT backsight If reflector height is to be input press PtID navigation key T to move to the F R HT item X1 ENT DISPLAY Orientation F1 Set manually F2 Known Point Known Pt Input BsPt The program automatically searches if there is a
12. The factor offset between stake out point and measurement point are displayed and computed in the screen COGO New Point New Pt X N COGO New Point New Pt X N Y E 20 000 m 10 000 m COGO New Point Record new point COGO Stake Out PUD R Ht sa 1 923 m E 0 000 m 50 10 50 1 025 m I RECORD EDM COGO Stake Out PUD R Ht so ff 1 923 m EA 0 000m 50 10 50 1 966 m I 2 369 m RECORD IEDM 98 STONEX R2 STONEX Rotate the telescope until Hz item displays 0 00 00 and order the COGO Stake Out surveyor to move prism P PUD s fi A Hz is positive The stake out point is RUt 1 923 m EJ on the right of current measurement 0 000 m point Move the prism rightward 50 10 50 1 966 m I 2 369 m RECORD EDM AHz is negative The stake out point is on the left of current measurement point Move the prism leftward Set the prism on zero direction of telescope and collimate it and press or aie P COGO Stake Out to start measurement an F2 DIST pits s fl calculate the factor offset between RHt 1 923 m EJ prism point and stake out point F2 i 0 000 m 50 10 50 1966m I 2 369 m RECORD EDM aai is positive Stake out point is further Move prism away from the
13. X1 Method to stake out is introduced in 5 6 2 81 STONEX R2 STONEX Approach 2 Press MANUAL to input a stake out point without PtID or saved data OPERATIONAL STEPS OPERATION DISPLAY Stake Out 1 3 v FIND 5 i PLD 5 oc Type Known gt 95 5131 Press F4 twice to turn to Page 3 F4 I Press F2 MANUAL Input Stake Out Input Data ENH in the dialog After one inputting F2 XN aE Ty press ENT to move to next item Input ENH arapen ees coe Py Press F2 OSET if you want to set a ENH to 0 ENT After inputting ENH press F4 Stake Out 1 3 OK to enter into Stake Out menu FIND The program automatically set the PID DEFAULT 4 gt C Type Known PtID to DEFAULT and starts to 85 51 31 Cc stake out the input points F4 X1 X2 X1 MANUAL Data that was input will not be saved in the job X2 Method to stake out is introduced in 5 6 2 The soft keys below the screen DIST Starts measurement and calculation of the stake out elements RECORD Saves the displayed values 82 STONEX R2 5 6 2 Polar Stake Out In the picture 1 Actual Normal indication of polar stake out offsets AHz direction 2 Point to be staked out Angle offset positive if point to be staked out is to
14. F4 Press numeric key 7 once showing letter A the cursor Input A automatically moves to the next B position press 7 twice showing B F then press 8 three times showing F 8 finally press 8 four times to show 8 So as to finish inputting 123ABF8 Press ENT to end inputting and ENT move to the next item DISPLAY Measure 1 4 PtID 1 RHT 1500m EI 0 00 00 90 00 00 C INUMBER IDELETE Measure 1 4 PtID 123 a RHT 1500m FE HZ 0 00 00 90 00 00 IDELETE Measure PtID 123ABF8 RHT 1 500 m HZ 0 00 00 90 00 00 IDELETE Measure 1 4 Pt ID 123ABF8 RHT 1 500 m HZ 0 00 00 90 00 00 I m ALL DIST RECORD 17 STONEX R2 2 7 2 Editing Character Input characters can be edited S STONEX OPERATIONAL STEPS OPERATION Press navigation key lt D to D move the cursor to the character needed to edit Input new character e g input N Input N here 1 Press ENT to confirm the input ENT DISPLAY Measure 1 4 Pt ID RHT stonex amp 1 500m EI o 00 00 90 00 00 IDELETE Measure 1 4 Pt ID RHT HZ 1500m EI o 00 00 90 00 00 ABI
15. PtID 3 to next item and input prism height Input PtID amp RHT 1 500 m prism height Ln 1 971 m A If the PtID exists in the job it Tii 0 058 m H 2 128 m displays the relation between this point ENT All DIST and the line B If there are several data with the same PtID it displays the dialog of PtID being found User can select by 149 STONEX R2 STONEX Pt Search 3 12 12 12 12 12 12 pressing C If the point does not exist user is required to input the coordinate Pt Search Job STONEX 4 gt PtID 56 Select job input Pt coord Collimate the prism center press Stake Out F2 DIST to start measurement the PD 3 R HT 1 500 m screen will display longitude latitude Ln 1 971 m and height difference between target F2 Of 0 058 m H 2 128 m point and the line The upper right graphic displays the relation between DIST prism point and stake out point Lower right displays a precise offset value and offset direction with an arrowhead Move the prism according to the Stake Out PtID 3 R HT 1 500 m latitude arrowhead display zero it Ln 1 971 m graphic When both longitude and means the stake out point has been Of 0 058 m H 2 128 m found H means the filling Method to stake out is the same as 5 6 Stake All DIST Out X2
16. After inputting all deviations press F4 SET and the screen displays F4 Limit set already and returns to Free Station menu Press F4 to start free station F4 measurement Set PtID and height of Input station the station After one setting press PtID and ENT After finishing inputting all height items press F4 OK ENT STONEX Setting Limit Input Limit Status St dev X N St dev Y E St dev H Z St dev Ang ons 0 020 m 0 020 m 0 010 m 0 00 00 Free Station STN Pt Stn Pt INS Ht OcC1 1 500 m Input target Free Station TGT Pt Set target PtID and prism height PUD and After inputting press F3 OK X1 R HT F3 SEARCH Free Station Measure Collimate target point 1 and press E 2 000 m F3 DIST to start t F F3 DIST to start measuremen F3 38 20 06 o 20 00 05 Free Station TGT Pt After finishing the measurement of one point press F2 to proceed the PtID measurement of next point and repeat F2 RAT steps If the measured point is to be remeasured press F2 SKIP in Page 2 without inputting PtID SEARCH LIST 93 STONEX R2 When there are at least 2 points and 1 side are measured the station coordinate can be calculated and displayed Press
17. 5 7 FREE STATION The application Free Station is used to determine the instrument position from measurement to a minimum of two known points and a maximum of five known points C The following measurements sequences to target points are possible HZ angle and V angle only Distance and HZ angle and V angle HZ angle and V angle to some points and HZ angle and V angle plus distance to other points The final calculated results are Easting Northing and Height of the present station including the instruments HZ circle orientation Standard deviations and residuals for accuracy assessments are provided CS Measuring Techniques Single face I or If measurements are always applicable There is no specific point sequence or specific face sequences that are required Gross errors checks are made for dual face measurements in order to the same point s are sighted with the other face If a target point is measured several times in the same telescope position the last valid measurement is used for calculation C Measurement Restrictions Status of a height of 0 000 m of the target point If target points have a valid height of 0 000m use 0 001 m to avoid problems in height processing CS Computation Procedure 91 STONEX R2 STONEX The measuring procedure automatically determines the method of data process e g intersection 3 point intersection etc If there are more measurements the procedure will use a least squares adjustm
18. B Press LIST in Pt Search dialog A J press gt to call up PtID directly from job C Input PtID and press SEARCH to Input first target PtID and R Ht F1 or F1 F2 F3 A Input PtID to start measurement 0 000 mI RESULT LIST B Press LIST to call up directly PtID from job 119 STONEX R2 see whether the point exists in job If yes proceed to the next step if not you need to input the coordinate of known point first D Press ENH and input a PtID that does not exist in job Input name F2 F4 F4 F1 point Pt Search 1 2 11 15 21 C Input point name press SEARCH C Pt Search Coordinate Input Job PtuD X N Y E H Z STONEX BACK Set other PtIDs to be measured and prism height The method is similar to the above X1 Points that are applied in area calculation will be counted by program and displayed in the fifth line If a minimum of 3 points are measured press F3 to view the result Area Result NoPts Area Area Girth 0 000 ha 11 025 m X1 To change EDM setting press F2 Softkeys FI1 INEW To start new area measurement Point number counts from 0 F4 AddPt To add new measure
19. IDELETE INUMBER Measure 1 4 Pt ID RHT HZ stonex 1500m EJ 0 00 00 90 00 00 X 1 About the way to input character please refer to 2 7 1 inputting character 2 7 3 Deleting Character Input characters can be deleted OPERATIONAL STEPS OPERATION Press navigation key lt Dto move the cursor to the character needed to delete lt D DISPLAY Measure 1 4 Pt ID RHT HZ sstonex 1500m EI oc00 00 90 00 00 AB IDELETE INUMBER 18 STONEX R2 Press F2 DELETE F2 Press ENT to confirm the input To restore the original value press ENT ESC to cancel the amendment Or ESC Measure Pt ID RHT HZ STONEX 1 500 m 0 00 00 90 00 00 IDELETE INUMBER Measure 1 4 Pt ID RHT HZ stonex ff 1 500m EJ oc00 00 90 00 00 2 7 4 Inserting Character If you omit a certain character in inputting e g you can insert the character STONEX has missed out an N OPERATIONAL STEPS OPERATION Press navigation key lt J moving the cursor to O lt D Press FI INSERT insert an empty character on the right of O in F1 the fig inputting mode
20. SLOPE to start slope stake out Input the ratio of left and right Slope Stake Out slopes to be filled or digged After l SLEPT Cut finishing inputting one item press Fill ENT When all data are input select 1 nRIGHT Cut Fill the left or right slope to be staked out 143 STONEX R2 Enter into the screen of Slope Slope Stake Out Stake Out function input prism height PtID C100 10 0S R HT 2 000 m ALOff ATOff collimate the point that is to be intercepted near the slope and press F2 F2 DIST to start slope stake out The system will select an appropriate slope from the data input in last Step Suppose to set the height of measurement point as the horizontal datum plane calculate the intercepted point The list displays the offset between measurement point and calculated point The method to stake out slope is similar to that of point stake out When both A L Off A T_Off are zero it indicates that the stake out point is found After finishing staking out this Slope Stake Out point press ESC to return to the main Cut Left 1 n screen of Slope Stake Out input other Fill slope to be staked out to proceed the Right 1 n stake out of next slope via the same a approach Note 1 If the earth surface crosses the hinge point the i
21. 157 STONEX R2 STONEX 6 2 4 Deleting Known Points Deletes the selected known points in internal memory OPERATIONAL STEPS OPERATION DISPLAY Select the job that contains the data View Known Pt to be deleted Press ENT to move to Job A 2222 PTS a i Pt ID 1 4 gt PtID item by pressing D gt or use DG XN 100 000 m search function to find out the data to ENT 100 000 m be deleted 90 000 m Press F2 DELETE to start View Known Pt deleting data function The screen displays a dialog showed as the right F2 Delete data Deleted data No Revert graph To delete data press F4 OK If not to delete press F1 CANCEL CANCEL View Known Pt Job A 2222 PTS PtID 1 gt The screen returns to last menu XN 100 000 m YE 100 000 m H Z 90 000 m 6 3 MEASUREMENT DATA Measurement data available in internal memory can be searched and displayed Part of them can be deleted 6 3 1 Viewing Measurement Data Viewing measurement data is based on the unit of measurement station in selected job User may view one or all points on a measurement station in a certain job or a 6631099 certain PtID or all measurement data of all measurement stations in internal memory 6 3 1 1 Viewing All Measurement Points in Job Confirm the searching scope first they may be all points of one measurement statio
22. F1 l obliquity is press F1 norma 33502841 Meas 10 times position 107 16 20 i Please sight the target F1 10 times Rotate the telescope and collimate Sight the Horizontal Axis 0 10 the same target precisely in Face II prism in lt Step 2 gt Reverse Press F1 Meas 10 times reverse HR 15502701 position YV s 252 43 47 F1 Please sight the target 10 times INPUT Transverse Axis Error Adjustment When finishing setting the screen shows as the right graph Transverse Axis Error 0 00 36 Press F4 set to finish Index Adjustment y Difference Adjustment The screen F1 V index 1 returns to the ADJUSTMENT menu F2 HZ collimation 2 F3 Horizontal Axis 3 SET Replace old adjustment value F4 VO Axis Cons List 4 with the new one F4 ESC Quit saving new adjustment value the program without 185 STONEX R2 STONEX 13 8 PLUMMET 1 OPTICAL PLUMMET Check 1 Set the instrument on the tripod and place a piece of white paper with two crisscross lines on it right below the instrument 2 Adjust the focus of the optical plummet and move the paper so that the intersection point of the lines on the paper comes to the center of the field of view 3 Adjust the leveling screws so that the center mark of the optical plummet coincides with the intersection point of the cross on the paper 4 Rotate the instrument around the vertical axis and observe whether th
23. The Screen display prompt USB Receive message USB initializing Fl KnownPt F2 Code 2 F3 HZ Alignment 3 F4 VT Alignment 4 USB initializing Receive HZ Alignment Transfer USB A ROAD HAL data At this time the screen shows Receiving 20 Start to receive HZ Alignment the number which indicates the amount of data being received e Press F4 BACK key to terminate data reception return Menu page3 4 The above are the operations on the total station after choose HZ Alignment data in step you need to choose Upload HZ Alignment Data X function in STONEX USB Communication software Then the upload process begin as Step show ga STONEX USB Commuication File Edit View USB Comm Help TPSCodeList 1 1 USB Parat Ctrl T HEADER VERSIC Download Measured Coord Data P Ctrl P END eae Download CODE Data M Ctrl M DEFINITIONS Download HZ Alignment Data N Ctrl N CODEL Download VT Alignment Data Ctrl V Upload CoordinateZ Ctrl Z Upload Code Ctrl Y Upload HZ Alignment DataQg Ctrl x Upload VT Alignment Data o ctrl 0 176 STONEX R2 STONEX 12 U DISK MODE MEMORY MODE Connect R2 with computer via USB cable configured with R2 And the following section will show the operations on R2 Operating steps Button Display Press menu then press PAGE Menu 4 4 to show the Menu page4 4 F1 U Disk Mode press F1 to e
24. View Measurements Job StnPt PtlD F4 View All Meas Value STONEX R2 STONEX X 1 Since both the names of measurement station and PtID can be input a concrete PtID or wildcard an explanation on various combined searching result is given here All the searching results are based on the premises of a selected searching job name Measurement station concrete PtID PtID concrete PtID The searching result is the measurement data named by this PtID on a certain measurement station If there re some more data view them by pressing D O 66349 Measurement station PtID concrete PtID The searching result is all measurement data named by this PtID on all measurement stations in job By pressing 4D Orto view them one by one Measurement station concrete PtID PtID The searching result is all tactic points on a certain measurement station By pressing 4D Orcan view them one by one Measurement station PtID The searching result is all the measurements in the job which is the same as 6 3 1 1 Viewing All Measurement Points in Job X2 P indicates that it can be displayed every data in job via navigation key Da X3 V Aindicates that this data still have some more pages and can be displayed by pressing PAGE 6 3 2 Deleting Measurement Data Those invalid or repeated measurement data can be deleted C Only data of measurement point can be deleted For
25. by pressing 4D or gt per time the End Mark CR LF 4b Stop Bit 1 selection will change accordingly SET Comm Parameters Baudrate 9600 4 gt After setting one parameter press ENT p p Data Bits 7 4 ENT to move to the next item Set Parity None 4 gt the other parameters in the same way lt D End Mark CR LF 4 gt STOP BIT 1 ENT SET MENU 2 4 A After setting all parameters press Fl Adjustments 5 F4 SET to store the settings and F2 Comm Parameters 6 t nt F3 Data Transfer 7 ee eee ee F4 System Information 8 169 STONEX R2 STONEX 8 DATA TRANSFER With this special function measured data can be transferred via the serial interface to receiver e g a PC Using this type of transfer the success of the transfer is not checked Job Selection of job from which data should be transferred Data Select the data range to be transferred measurements fixed points Format Select output format GSI is the fixed setting OPERATIONAL STEPS OPERATION DISPLAY MENU 2 2 In MENU press PAGE to F1 Adjustments 5 display Page 2 press F3 to F2 F2 Comm Parameters 6 F3 Data Transfer 7 F4 System Information 8 enter into Data Transfer function dialog JInput the job name to be Send Data transferred Press F1 LIST to lt 0 gt Job 2222 select job in internal memory Dat
26. 003 X N 100 000 m Y E 100 000 m 100 000 m STONEX R2 6 2 3 Editing the Known Points S STONEX This function allows editing known points in internal memory OPERATIONAL STEPS OPERATION Select the job which contains the point to be edited Press F1 List to choose the job in internal memory Press navigation key DO or use search function to find out the data needed to edit Press F4 EDIT to start data editing function and the screen displays this point data Input new PtID coordinate and press ENT to move to the next line For those data needed not edit press ENT directly As input is finished press F4 to save the edited data After finishing editing data return to last menu and the data edited is displayed DISPLAY View Known Pt Job View Known Pt Job A 2222 PTS Pt ID X N Y E H 10 110 000 m 102 000 m 116 000 m Edit Known Pt Job A 2222 PTS Pt ID X N Y E H Z 10 110 000 m 102 000 m 116 000 m Back SAVE Edit Known Pt Job A 2222 PTS Pt ID X N Y E H Z 10 110 000 m 102 000 m 116 000 m Data Save IDELETE OK View Known Pt Job A 2222 PTS PtID X N Y E H Z 10 4 gt 110 000 m 102 000 m 116 000 m SEARCH ADD EDIT
27. After setting the relative coordinate of the occupied point according to origin point the instrument automatically converts and displays the prism point Coordinate based on the origin and occupied point 35 OPERATIONAL STEPS OPERATION DISPPLAY Measure 1 4 Pt ID Press F4 turn to the second F4 RHT 1 500 m HZ 0 00 00 page of soft key press F1 SetStn to F1 90 00 00 set measurement station and instrument height Input the pointID of measurement put Set Stn pointID of station instrument height and measurement PtID coordinate After finishing one item station point hei Desc press ENT to move the cursor to the ENT XO NO next one Since the Desc item put INS Ht YO EO describes measurement station it may ENT Ho not be inputted Input ENH ENT STONEX R2 As all inputting items are finished press F4 SET to keep the data of measurement station and return to measure function F4 3 3 3 Measurement Measure Pt ID RHT HZ 1500m EI ooco0 00 Q 90 00 00 As all settings are finished you can start survey now the survey result has four pages including all general survey data press PAGE to check OPERATIONAL STEPS OPERATION Input Pt ID Input pointID and prism
28. All in the job via Pt Search function 5 6 4 Coordinate Offset Stake Out Staking out is based on a coordinate system and the offset is divided into a north and east element 1 Actual prism position 2 Point to be staked out Meaning of several offsets in process of coordinate stake out A X AE Offset of X coordinate between stake out point and current measurement point A Y AN Offset of Y coordinate between stake out point and current 87 STONEX R2 measurement point S STONEX OPERATIONAL STEPS OPERATION Press PAGE to turn to Page 3 and select the point to be staked out You can also call up the point to be IPAGE staked out by inputting the PtID in Pt Search function in Page 1 Press 2 to move to R HT item and a input the prism height Input prism height Collimate the prism press F2 DIST to start measurement and calculate the stake out factor offset between the station point and stake out F2 point Northing the prism in E direction until AY E displays 0 m When AY E is positive it means the stake out point is on the right of measurement point Move the prism rightward When AX N is negative it means the stake out point is on the left of measurement point Move the prism leftward Stake Out PuD Type R HT AXIN AYIE AH DISPLAY 3B v 6 gt il Meas 2 000 m iza Al
29. FIND PtID 5 7c Known gt 85 5131 I Type IRECORD Pt Search Job PUID STONEX A25 Select Job input Pt coord FIND OSET ENHI Stake Out 1 3 FIND PtID Type A25 ia Known P 85 5131 RECORD X1 Methods of setting job station and orientation have been introduced previously Please refer to 5 1Setting Job 5 2 Setting Station and 5 3 Set Orientation 80 STONEX R2 STONEX 5 6 1 2 Inputting Coordinate Manually Press ENH MANUAL to input stake out point manually Approach 1 Press ENH to input the coordinate of stake out point to the job OPERATIONAL STEPS OPERATION DISPLAY Stake Out 1 3 FIND Press F4 4 to turn to Page 2 F4 PtID 5 oC Type Known gt eesti I F3 Coordinate Input Press F3 ENH to input PtID and Input PID amp ae tiD ENH of the stake out point After one ENH XN EEA setting press ENT to move to next YE M item ENT HZ M Stake Out After finishing input press F4 to FIND c save the data and enter into stake out PuD 5 4 Type Known gt program Start staking out the input F4 85 53 points X1 I
30. If 5 points have already been measured and another point is selected the system supports a maximum of 5 points Invalid data no position computed Please repeat the Free Station function The measurements may not allow final station coordinates Eastings Northings to be computed need to repeat measurement Invalid data no height computed Either the target heights are invalid or insufficient measurements are available to compute a final station height Insufficient space in job The present selected job is full and does not allow further storage More points or distances are required There is insufficient data measured to be able to compute a position Either there are not enough points used or not enough distances measured 5 8 COGO ce COGO It is an application program to perform coordinate geometry calculations such as e Coordinate of points e Azimuth between points e Distance between points The COGO calculation methods are Inverse Intersection e Traverse SOFT KEYS FUNCTIONS MEAS Jump to measurement dialog to measure the point CALC Once the datum in need is inputted start calculating STAKE Once computation point is displayed user can select to stake out directly 95 STONEX R2 STONEX 5 8 1 Inverse amp Traverse 5 8 1 1 Traverse ai The known data in the graph P1 The known point a Direction from P1to P2
31. Measurement Data 0 Blocks E Formats RnadHale Data Exchange Manager Please input a new name name log E TPHKLOCK TXT TR a lt 4 Start uploading data StoneX Data Exchange Manager File view Options Help t R Filter All files x C name log 2 coms com4 R2 SERIES Receiving w CodeLists Jobs G Job 1 DEFAULT FileType Jobs Job 2 lt empty gt Job 3 lt empty gt Job 4 lt empty gt Destination COM4 R2 SERIES E Job 5 lt empty gt E Job 6 lt empty gt Block 1 E Job 7 lt empty gt 0 50 G Job 8 lt empty gt Job 9 lt empty gt 0 Job 10 lt empty Job 11 lt empty E Job 12 lt empty 4 Job 13 lt empty Job 14 lt empty Gj Job 15 lt empty 3 Job 16 lt empty gt Sy Job 17 11 Fixpoints 0 Blocks Measurement Data 0 Blocks E Formats 1A BnadHale Data Exchange Manager Source File H El A A A 5 As have finished inputting the dialog quit automatically 3 COORDINATE EDITING Through Coordinate Editor user can edit and store coordinates data Each row of 203 STONEX R2 STONEX coordinate data includes point number Y Easting X Northing H Elevation The code here may not be used and to be edited in Codelist Manager A ESTABLISH A NEW COORDINATE DOCUMENT 1 Open Coordinate Editor procedure establish a new
32. dl Slope distance from P1to P2 d2 offset right that is positive d3 offset Left that is negative The unknown datum P2 COGO point P3 COGO point with positive offset P4 COGO point with negative offset OPERATIONAL STEPS OPERATION DISPLAY COGO Main Menu F1 Inverse amp Traverse F2 Intersections F3 Offset F4 Extention In COGO Main Menu press F1 and press F1 to select Traverse F1 function from Inverse amp Traverse F1 Inverse amp Traverse menu F1 Traverse F2 Inverse 96 STONEX R2 There are several methods to obtain known PtID A Input the known PtID and press F3 SEARCH to see if the point exists in Job If yes continue inputting the known points to the azimuth of unknown point distance and deviation quantity if this point does not exist you need firstly to input coordinate of the known point and other information later on B If you want to call up the data from Job directly press F1 LIST C If you want to input coordinate press F2 ENH key directly D Also you may press F1 All to start measurement function In dialog showed as the right picture press F1 Al or F2 DIST F3 RECORD to start measuring unknown point and save the result The result is used for calculation Input PtID F3 F4 F1 F4 F2 F1 F1 or F2 F3 S STONEX A Input poi
33. 2 describe a rough condition of this project Can be default CS The system will automatically add the date and time of establishment C The newly established job is defaulted as the present job If this job name exists the procedure will indicate JOB EXIST 153 STONEX R2 STONEX 6 1 3 Deleting Selected Job OPERATIONAL STEPS OPERATION DISPLAY View Job _ In Job menu press navigation DEFAULT RAW a PIAN RAW b key e to select the job file you want 36 RAW to delete NEW Press F3 DELETE a dialog Delete Job shows as the right graph To confirm to delete press F4 OK Otherwise Delete File press Fl CANCEL to return to last PLAN RAW Are you sure menu 6 2 KNOWN POINT This application allows user to launch operations of searching editing and deleting known point in each job in internal memory Valid known points contain at least the PtID and the coordinates X Y or height H OPERATIONAL STEPS OPERATION DISPLAY File Management 1 2 In File Management menu press F1 Job F2 to enter into Known Points F2 F2 Known points F3 Measurement function F4 Codes View Known Pt Job Input the file name and press F4 COK to find the job 154 STONEX R2 Then the screen displays the known point information in the present job press lt DG
34. 200 95 52 11 334 648 m 180 TL R 200 tan 95 52 11 2 221 615 m Each coordinates are computed Nuc Nm TL cosa Exc Er TL sin Nec Nw TL cosg Exc Er TL sing a Bearing from IP1 to IP2 322 07 30 1 a Bearing from IP2 to EP 57 59 40 6 N pe 1750 221 615 cos322 07 30 1 1575 068 m Enc 1400 221 615 sin322 07 30 1 1536 058 m Ne 1750 221 615 cos57 59 40 6 1867 456 m Exc 1400 221 615 sin57 59 40 6 1587 929 m The calculated results display as below N 2000 pp 71800 N 1867 456m oe es E 1587 929m RC a 57 59 40 6 ARC Length 334 648m N 1444 032m E 1637 976m N 1575 068m pe E 1536 058m 64m Transition cikis th ng we 322 07 30 1 DRC Legh 31 353m o 74 03 16 6 KE1 KAl h aee Curve Length N 1100 m L1 64m E 1050 m N 1249 872m E 1574 553m 215 STONEX R2 STONEX The coordinates and the distance are calculated as below Compute the length of straight line Straight line BP KA1 Ja 249 872 1 100 000 1574 553 1050 545 543 m straight line KA2 BC Ja 575 068 1444 032 1536 058 1637 976 166 005 m straight line EC EP 2000 1 867 456 1800 1587 929 250 084 m Start point coordinate BP N 1100 000 m E 1050 000 m straight line between BP and KA1 Bearing 74 03 16 6 Distance 545 543 m Transition clothoid between KA1 and KE1 Radius 100m
35. 24 STONEX R2 S STONEX OPERATIONAL STEPS OPERATION Press F4 to display the F4 second page soft key of surveying F4 Press F3 to enter EDM Settings F3 As the cursor stays at EDM Mode press navigation key lt D g gt to D G gt choose the survey mode As finishing setting Press F3 SET to return to measure function F3 To cancel the settings by pressing ESC a dialog will show as the right picture Press F1 to return to EDM Settings function to reset EDM parameters F4 Press to quit and return to measure function DISPLAY Measure 1 4 PtID i RHT 500m A HZ o o000 90 00 00 EDM Settings EDM Mode Tracking4 gt Prism 30 0mm EDM Settings Quit the parameter CANCEL 3 2 2 Setting Distance Measurement Type STONEX R2 Total Stations can set options of Red Laser RL EDM and Invisible Laser IL EDM as well as reflector with prism non prism and reflective foil User can set them according to the requirements of the job STONEX R2 Total Stations are only equipped with laser EDM function which requires that the prism is in accordance with the prism constant For more parameters of various kinds of reflectors please refer to 11 Specification 25 STONEX R2 OPERATIONAL STEPS OPERATION After entering into
36. 7 Precision o 001 x 0 00001 ok bean 0 001 The precision of each distance unit provided by STONEX transmission software is as follows DISTANCE UNIT PRECISION METER 0 001 0 0001 0 00001 4 CODELIST EDITTING User can set new and edit code block in Codelist Manager Each code block contains code and attributes the edited coding block can be transmitted to Total Station Instrument through Data Exchange Manager ESTABLISH A NEW CODEBLOCK 1 Inside File menu select New set a new code block document 206 STONEX R2 STONEX StoneX CodeEditer Options Help a Open Save SaveAs Exit 2 Program prompt New code name dialog input code name on Code name You can input nothing in Author item StoneX CodeEditer New code name Code Name Aoo Author 3 Click OK and a new code block is set 207 STONEX R2 STONEX StoneX CodeEditer File Options Help 1 Short Cut After a code block is set the later job is to edit code in it Each code block contains the code and 8 attributes 4 Set anew code Input coding name and define a shortcut key for this code The shortcut key consists of two Arabic numerals StoneX CodeEditer File Options Help 1 Short Cut 01 02 03 C 5 On the left window of coding subdirectories click the code to enter editing function of code attributes Input each attribute 208 STO
37. Chainage 0 N 1100 000 E 1050 000 Press ENT and then press F4 PT Enter the following data N 1300 000 E 1750 000 R 100 000 Al 80 000 A2 80 000 Enter the following data in the above way N 1750 000 E 1400 000 R 200 000 Al 0 000 A2 0 000 N 2000 000 E 1800 000 R 0 000 Al 0 000 A2 0 000 The format of the data above transmitted to computer is as follows START 0 000 1050 000 1100 000 CRLF PT 1750 000 1300 000 100 000 80 000 80 000 CRLF PT 1400 000 1750 000 200 000 0 000 0 000 CRLF PT 1800 000 1800 000 2000 000 CRLF 2 CALCULATION ROAD ALIGNMENT ELEMENTS 1 Calculation of the length of transition curve _ Au R Av Parameter of clothoid Lo Liz Length of clothoid 212 STONEX R2 STONEX R Radius A _ 80 A _ 80 ER 4 4 L m Lea m 2 Calculation of Deflection Angle rah 24 r 032rad gt deg 0 322 18 20 06 P T T T 3 Calculation of transition coordinates 6 2 4 N A437 2244 Lae r C70 216 93607 7 3 5 R AW Tope N G 42 1320 7560 0 32 _ 0 32 0 32 N 80 2 0 32 1 W 16 9360 See 0 01024 _ 0 01048576 0 001073 Bas 10 216 9360 64 1 0 0 1 0 240 0000480ND 00000 64 0 98981 63 348 Similarly the value of E is 030 amp 2 0 32 _ 0 32 0 32 BS eases 42 1320 7560
38. DISPLAY View Job Disk A Disk B 152 STONEX R2 STONEX View Job DEFAULT RAW 6 78KB 01 00 PIAN RAW 93B 01 00 36 RAW SKB 01 00 Attr INextPG ma Open inputting mode by pressing View Job numeric keypad input the name of job DEFAULT RAW to be established To switch between PIAN RAW character and figure inputting mode 36 RAW press F4 When displaying AB it INEW Rename means the status of character inputting while display 01 means the status of figure inputting As one item has been New Meas Job Job SURVEY finished press ENT to move to the Name next inputting item To return to last Date 2011 08 21 menu to view the job press F1 Time 16 50 28 VIEW aAfter finishing inputting press F4 View Job to store this job and return to last DEFAULT RAW menu The job established is displayed PIAN RAW and set as the current job 36 RAW NEW Rename DELETE X1 A maximum of 17 jobs are able to be established X2 CS In the whole text if a SD card has been installed in the total station then Disk B will appear otherwise there is only Disk A Internal memory JOB If the document name of job is input randomly by operator hereafter the data are stored in this job NAME Name of operator Can be default NOTE 1 and NOTE
39. ENH and input a PtID that does not exist in job Input first target PtID R Ht F1 or F1 F2 F3 Input PtID F2 F4 F4 F1 Polygonal Point 1 R HT SEARCH RECORD B Press LIST or SEARCH to call up the point in job Pt Search 1 2 11 15 21 22 C Input PtID and press SEARCH Pt Search 1 D Press ENH to input the coordinate Coordinate Input Job PtD X N STONEX Y E H E BACK 115 STONEX R2 Polygonal Point 1 Set PtID of the second target Point 2 R HT Point B and prism height The operation is similar to the above SEARCH Display result of Tie Distance Tie Result A ai The horizontal distance Pom t between Point A and Point B Point 2 A The slope distance between Point A and Point B Al The vertical distance between Point A and Point B Slope The slope between Point A and Point B Tie Result Press PAGE to turn to Page 2 ran l Point 2 Azimuth the azimuth between Point A IPAGE AZ 173 12 53 and Point B Softkeys polygonal method F1 NewPt1 An additional missing line is computed Program starts again at point 1 F2 New Pt2 P
40. F1 to view the result that shows the coordinate limit between the result and station point Press F4 OK to display the station coordinate STONEX Limit Check St DevX0O 1 001 m St DevY0 1 569 m St DevHO 10 000 m Continue St Dev EO NO HO Standard deviation of the station coordinates St DevAng Standard deviation of the orientation Press OK Free Station Result Stn ID OCC1 INS Ht 1 569 m XO NO 10 000 m 10 001 m 10 000 m Press F2 to display the residuals Press F3 to display to standard deviation Press F4 to set the displayed coordinates and instrument height as new station Press BACK to measure a known point Free Station Measure 1 5 PD 2 R HT 2 000 m HZ 38 20 06 V 20 00 05 l Press F2 to display the residuals Residual Calculated value Measured value Free ST Residuals PtID 24 gt 0 00 01 0 001 m 0 002 m Press navigation key D gt to view the residual of each point X1 Target point can be called up from job via SEARCH and LIST and also can be input manually Please refer to 5 2 Setting Station for detailed instruction STONEX R2 Ce Warnings Messages STONEX Important Messages Meaning Selected point has no valid data This message occurs if the selected target point has no easting or northing coordinate Max 5 points supported
41. If DIST is started you must restart measurement after pressing RECORD to display the actual value of the measurement point Displays the Rec data beforehand Measure PtD R HT HZ A2 1 500 m 0 00 00 90 10 50 5 568 m 3 689 m a p Cc I IRECORD Restart measurement displaying the data of measurement point 46 STONEX R2 Measure When the Permanent is selected the PtID R HT 1 500 m HZ 0 00 00 gt 90 10 50 program will always display the data added the offset correction 2 568 m I 1 689 m IRECORD Target Offset Input Offset T_Offset 0 000m offset to measure repeat step to L_Offset 0 000m H_Offset 0 000m If there is no more point of target restart the Target Offset function MODE Set After REC 4 gt OSET OK X 1 If the coordinate of target point is needed to calculate please set the coordinate of station heights of instrument and reflector backsight point etc The period of applicability can be set as follows MODE EXPLANATION Oset After REC The offset values are set to 0 after the point is saved Permanent The offset values are applied to all further measurements C8The offset values are always reset to 0 when the application is quit 4 3 DELETING LAST RECORD This function del
42. Inverse amp Traverse F2 Intersections F3 Offset F4 Extention F3 F2 Offset F1 Distance Offset F2 Point Offset 110 STONEX R2 S STONEX Point Offset Define Baseline Input PtID1 npu Point 1 Input point name of the known P1 Point 2 point and press ENT to move cursor ENT Toff amp Loff Line to the next line X1 Offset IMEAS SEARCH LIST Point Offset s Input PtID2 l Define Baseline Point 1 20 Input another PtID of the known Point2 see nee see point P2 and press ENT ENT Toff amp Loff Line wee wn Offset wee wee MEAS CALC SEARCH 1 Point Offset Define Baseline Input Toff amp Ea Point 1 20 Input Toff amp Loff and press ENT Loff Point 2 22 Toff amp Loff Line 12 000 m ENT Offset 20 200 m MEAS CALC SEARCH y Press F2 CALC to display the result To stake out this point input new PtID and press F1 to start staking out X2 To save the data press F4 To quit the result menu press ESC to return to data inputting menu and re input the data COGO New Point New Point 02222222222220 X N 22 627 m Y E 5 657 m STAKE IRECORD X1 There are four methods to input the known PtID Please refer to step of the last sec
43. Pts After all points which are used for id i 5 2 Station 1 backsight orientation are measured in F4 Hz Cor 172 22 57 dialog of step press F4 OK to St Dev 0 00 20 display result RESID OK Orientation Residuals BsPt BS1 4 gt Press F1 RESID to enter into 0 00 02 Orientation Residuals dialog Press F1 0 005 m navigation key DQ to view the orientation residuals of other points 73 0 003 m STONEX R2 STONEX Qf the residuals are OK press F1 to Setting Meas return to Orientation Result dialog Fl Setting Job 1 Then press F4 OK to set the F1 F2 Setting Station 2 calculated HZ orientation the screen F4 DEES Set Orientation 3 F4 Start 4 displays Orientation Set Already and returns to Setting Meas menu i X 1 av Implies that there are several pages selectable Press PAGE to select X 2 Orientation measurement is in Page 2 AAZ After the first measurement the finding of other target points or the same point when changing the telescope position is easier by setting the indicated angle difference near to 0 00 0 by turning the instrument nF Difference between horizontal distance to target point computed from coordinates and the measured distance X 3 If orientation measurement is based only on one face there is no need to rotate the telescope Collimate on next point directly X 4 Status indicatio
44. Reflect Prism gt lt 1IR infrared distance measurement distance surveyed by the prism 3 2 7 Setting Multiplication Constant This function clewed the setting of multiply constant The value of multiplication constant will be obtained by examination DISPLAY EDM Settings EDM Mode Tracking 4 gt Prism 30 0mm IATMOS GRID OPERATIONAL STEPS OPERATION On EDM setting function press F4 F4 to display the second page F2 menu and press F2 to set Mul Cons Input Input Mul Cons and press ENT Mul Cons ENT 32 SIGNAL IMulCon Multiplication Cons Mul Cons 0 0 ppm ia STONEX R2 Press F4 to save the setting and return to EDM setting menu F4 S STONEX EDM Settings EDM Mode Reflect Prism Tracking 4 gt Prism 4 gt 30 0mm IATMOS SET 3 3 START SURVEY The routine survey is divided into four pages of menu including all routine measurement functions such as angle measurement distance measurement and coordinate measurement which are shown as the pictures below Measure 1 4 PtID RHT Al 1 500 m HZ 0 00 00 90 00 00 Measure PtID Code RHT 1 500m Q HZ 0 00 00 90 00 0
45. WINDOWS B Jobs r Sy Job 1 DEFA AnA Fixpoints Measure cs Job 2 lt empt H E Job 3 lt empt Destination E Job 4 lt empt H Job 5 lt empt File Name Format Gy Job 6 lt empty job1 DEFAULT v GSI z E Job 7 lt empt GSI Souce File Fixpoints File C TPHKLOCK TXT H Job 8 lt empt H Job 9 lt empt CANCEL H E Job 10 lt emp H Job 11 lt empty gt E Job 12 lt empty gt name log H Job 13 lt empty gt TPHKLOCK TXT Job 14 lt empty gt G9 D H Job 15 lt empty gt 9 E N H Job 16 lt empty gt GIF H Job 17 lt empty gt E Formats A RraddHale x Data Exchange Manager sy 3 If the selected job is empty you need to input document name Showed as the picture below 202 STONEX R2 STONEX StoneX Data Exchange Manager File ielp x EeP Filter All files C z C name log 3 sent New Folder WINDOWS System Volume Information Input a new name E3 5 com4 R2 SERIES m Codelists Jobs Job 1 DEFAULT Job 2 lt empty gt H Job 3 lt empty gt Job 4 lt empty gt Job 5 lt empty gt Job 6 lt empty gt Job 7 lt empty gt Job 8 lt empty gt Job 9 lt empty gt Job 10 lt empty gt Job 11 lt empty gt Job 12 lt empty gt Job 13 lt empty gt 5 Job 14 lt empty gt Job 15 lt empty gt Job 16 lt empty gt Job 17 lt empty gt E Fixpoints 0 Blocks
46. be set to set in the item Code Record in Main Settings and Settings To set code save before represents that as the survey is finished the coding datum will be saved before practical survey data To set code save after represents that this coding datum is saved after practical survey data Cif the code input does not exist after editing you may press ADD to add a new code to code storeroom or press RECORD or AL or DIST RECORD to keep it as a single coding datum in survey data document The operations under two situations are introduced separately 1 The inputted coding name exists in the store Extend edit codes As the needed code is called up from code list the attributes can be overwritten freely OPERATIONAL STEPS OPERATION DISPLAY Code Search 1 27 Select Input new code The procedure automatically search n Search the code in code storeroom if the Code inputted code exists it will be Desc displayed in Code item gt 1 Infol 39 STONEX R2 Code Search 1 2 Edit the Select Input new code F Search Expand edit the coding attributes as coding Code one item is input press ENT to move attributes Desc the cursor to the next item Infol ENT The edited code can be kept in F4 A press RECORD Measure PtID Code RHT 1 500m Q measure function set the input code as HZ
47. ceeeeeeeeeeeeeeeaes 135 5 12 7 Road Stake Out wvic cscccesssecscvsesuessvascecsoesasveouvasceossesedveauupasvestosccueanwnernence 136 5 12 8 SlOpe Stake Outiss scsssassvcssdsesessovcesictaasenevtensoveesuncesevtemmevsvavecvsanevonsy totes 142 5 13 CONSTRUCTION SITE STAKE OUT 1 ceeeeeeteeeeeeeeees 144 5 13 1 Defining New Construction Site 2 eee ceecseceeeeeeeseeeeeeeeeeeaes 144 513 2 Slime Linesin etabedetededecttengtedeeass 147 5 13 3 A8 Build Cheek niisiis asa S 148 Del A Stake Out sei ccesccsstesseceisdeswapetessecstoeasavutesaess veliacesu esanapbedesoarstessucoeeusasatenes 149 6 EILE MANNA CIEV IE 1 ree 151 OL JOB A AEA A A 151 6 1 1 Selecting JOD isinsiss ieena as i as EEEa EEE 151 6 1 2 Establishing New J OD ciessscavcsseceseseavesancsveasaolerescsereasdstedesoasaedeaeaeaersivatneds 152 6 1 3 Deleting Selected Job wo eee ess ceeeeeceecseeeeeeeessesaeeseseeesaeeaeseeseaeeas 154 6 2 KNOWN POINT siiscssntiesiitciecssiisieses ebtsoanirieeaatostasavieanistomensiien eae 154 6 2 1 Searching Known PONS 2 35 scssccsvesthcsavesesssieussacsewesasasvessdonsavesnecsusesieateves 155 6 2 2 Adding Known POM icvsesistevccastssievavscaseonse shovanedivera tsatucterederastessrenneses 155 6 2 3 Editing the Known Points cece ceeeeesecseceeeeeeesecaeseeseeeeaeeaeseeseeeeas 157 STONEX R2 STONEX 6 2 4 Deleting Known Points 00 0 cece ceeeceeeeeceeceeeesesseeeseseesesaeseeseaeeas 158 6 3 MEASUREMENT DATA srera roians 158 6 3 1 Viewing M
48. e Reference Line Arc e Roads e Construction STEPS Press fixed key MENU Press F1 F4 to select Program option 75 STONEX R2 STONEX Calling up applications and activating start programs Press PAGE to turn to next page 5 5 SURVEYING The measurement of an unlimited number of points is supported in surveying program It is comparable to Measure excluding stationing orientation and coding OPERATION Set job station and orientation first OPERATIONAL STEPS OPERATION DISPLAY Setting Meas After setting job station and F1 Setting Job 1 orientation press F4 in Setting Meas F2 Setting Station 2 F3 Set Orientation 3 F4 Start 4 menu to start measurement F4 Measure 1 3 PtID Input PtID and press ENT to Input PtID a rN ode move to next item XX1 a Hz senna ENT 90 00 00 76 STONEX R2 Input reflector height press ENT to move to next item Enter the code if necessary Input prism height ENT Press F1 All or F2 DIST F3 RECORD to start measurement and save the data To see data surveyed and saved includes angle distance coordinate press PAGE to view X 2 F1 or F2 F3 After measuring one point PtID will automatically 1 Press F1 All or F2 DIST F3 RECORD to proceed the measurement of next point Meanwhile the screen
49. esses vasevedd ii aa asias 67 Ja Manually putin ienn annee e sabeveus automat ieee et 68 5 3 2 With Coordinate Ss sioiisnonasronasi io kiran aia iae 69 5 3 3 Displaying Residuals sicicccvessessesssevsovsecesestovsovicsvasseevtesmevevsvecvseweseuavsetveents 74 DA APPLICATIONS surrisi ninan a a aks 75 J SURVEYING edirenen a ne e aeaa naa KN Deae anaE a Na 76 5 31 Individ al POiMbies nnna A 77 DD 2 COGS ssssuets eibcansts ieoveibedbsceitestisueastiutesseavaerdessoveesuesdueste devessueviseleedsondsneyls 79 DO STAKING OUT soricei teinninn ana a E E AE EEEa 79 3 0 1 Setting Stake Out Poit vases tisacscevesstcateesiscivsrasterdeonesvavetesscovteneteanonedsesdes 79 5 6 1 1 Calling up Coordinates from job 0 eee ceeeeeseeeceeeeeeeseeaeeeeeeeeeees 79 5 6 1 2 Inputting Coordinate Manually seesssseessseseseessssesssseeesresesrsesrsresesrnses 81 35 6 2 Polar Stake OUtissnsusiieisireioinien iani ea aaa AS a en EES 83 5 6 3 Orthogonal Stake Qut siioni a 85 5 6 4 Coordinate Offset Stake Out sseeseseesssseeseseersestsiesesreresrerenrsresesresesreses 87 SOS BR D iiiaae tnesayeseeapiens twaauvegaesvveat Seaaevesueatvesotestevesss 89 S EREE STATION a raui ion aonana ae a oE T TOTO O E E a 91 5 8 COGO icc sssesietsseestesssbeosucsanes iaaea aae AEAEE EENAA AES 95 STONEX R2 STONEX 5 8 1 Invers amp Travers Ersisi sein ivii E i iE 96 5 812 IDVer Segaire a ai noted aia 100 oA LE O o E EAE A E E EAT 101 5 8 2 1 Bearing BeaniNg snoin aia n
50. fie Bi oks K Publish this Ale to the web a G Email thi ie vers DERAULTITS YK Delete this fie iai oke Sy PCOOE DAT Other Places S B eel pe I My Computer ROADS L My Documents f SN g Shared Documents E My Network Places 178 STONEX R2 STONEX 13 CHECK AND ADJUSTMENT This instrument has undergone a strict process of checking and adjustment which ensures that it meets quality requirement However after long periods of transport or under a changing environment there may be some influences on the internal structure Therefore before the instrument is used for the first time or before precise surveys user should launch check and adjustment introduced in this chapter to ensure the precision of the job 13 1 PLATE VIAL Check Please refer to Chapter 3 2 Leveling by Using Plate Vial Adjust 1 Adjust leveling screws make plate bubble centered 2 Rotate the instrument 180 watch the offset of plate level 3 Tweak adjustment screws on the right of the plate vial with the correction pin to make plate bubble to move half of the offset back 4 Rotate the instrument 180 check adjustment result 5 Repeat the steps above until the plate level is centered in all directions 13 2 CIRCULAR VIAL Check No adjustment is required if the bubble of circular vial is in the center after checking and adjustment of the plate vial Adjust 1 Adjust circular bubble after plate bubble is centered 2 Loosen the
51. gt to view all the known points in this job one by one X1 6 2 1 Searching Known Points Input pointIDs or wildcard to search for known S STONEX View Known Pt Job A 2222 PTS Pt ID 14 gt X N Y E H Z 100 000 m 100 000 m 90 000 m View Known Pt Job A 2222 PTS Pt ID 100 000 m 200 000 m 80 000 m points in selected job OPERATIONAL STEPS OPERATION DISPLAY select a job or all jobs Press F1 SEARCH to start Search function A dialog appears as the right graph Input PtID or wildcard and press ENT Displays searching result dialog If a certain known point is to be searched the coordinate information of this point appears If wildcard is input press 4D gt to display all the known points in the job one by one View Known Pt Job A 2222 PTS Pt ID 14 gt X N 100 000 m Y E 100 000 m HZ 90 000 m ISEARCH ADD EDIT SEARCH DELETE Job A 2222 PTS Pt ID a BACK View Known Pt Job A 2222 PTS Pt ID X N Y E H Z SEARCH DELETE 6 2 2 Adding Known Point Popup a dialog to input PtID and coordinate of a new known point 155 STONEX R2 OPERATIONAL STEPS OPERATION Select the job needed to add a new known point Press F3 ADD to start up data adding functi
52. height after finishing one item press ENT ENT Input RHT to move the cursor to the next item Input the coding if necessary ENT Collimate the prism center press FI Al or F2 DIST F1 F3 RECORD to start survey and or record the data being surveyed The F2 measured and recorded data include angle distance coordinate F3 press PAGE to see Once a point of survey is finished the pointID will be automatically added 1 by the procedure collimate the prism center to repeat the steps and start to measure the next point X1 Measure Pt ID RHT HZ DISPLAY 1 4 Al a 1500m EI oc00 00 Q 90 00 00 Z Measure PtID RHT HZ 1 4 1500m EI 20 10 90 00 00 IRECORD Measure Pt ID RHT HZ 1 4 A2 1 500 m 2010 90 00 00 RECORD The other soft keys at the bottom of the screen Compensation To set Open and Shut of tilt compensation with options of 1 axis and OFF Please refer to 4 1 LEVELING for detailed introduction Sector Beep F1 ON Sector Beep sounds at right angles 0 90 180 270 or 0 100 200 300gon 36 STONEX R2 STONEX F2 OFF Sector Beep switched off Sector Beep Example From 95 0 to 99 5 gon or from 105 0 to 100 5 gon a Fast beep sounds From 99 5 to 99 995 gon
53. insert 0 19 DISPLAY Measure 1 4 Pt ID RHT HZ STONEX 1 500 m 0 00 00 90 00 00 IDELETE Measure 1 4 Pt ID RHT HZ a P C 1 500 m 0 00 00 90 00 00 ABI IDELETE INUMBER STONEX R2 The cursor stays at the inserted Measure empty character input the omitted Pt ID STONEX character here input N X1 RHT 1 500 m HZ 0 00 00 IDELETE Measure 1 4 Press ENT to confirm the input Pt ID STONEX To restore the original value press ENT RHT 1 500 m HZ 0 00 00 ESC to cancel the amendment Or ESC 90 00 00 X1 To press INSERT at the last character a space will be inserted In the fig inputting mode input 0 and the cursor will move automatically backward the number of character not exceed the max value 2 8 POINT SEARCH Pointsearch is a comprehensive function which use a procedure to search measurement points or known points in internal memory The searching scope can be limited to a particular job or the whole storage The search procedure always finds known points before measured points that fulfill the same search criteria If several points meet the search criteria then the points are listed according to their storing time The instrument fin
54. is existed job in internal memory you can call up and set it as the current job OPERATIONAL STEPS OPERATION DISPLAY Setting Meas Press F1 in the Setting Meas menu to enter into Setting Job function F1 JF1 Setting Job F2 Setting Station F3 Set Orientation F4 Start 1 2 3 4 62 STONEX R2 pPress F1 list into the disk list X 1 Disk A local disk Disk B insert the SD card if the disk partition has enough space it will show C D disk does not support Chinese file name and the Chinese directory Press F4 OK to enter the disk where the job to be called F1 F4 S STONEX View job Disk A Disk B Format Press navigation key to view all the jobs in internal memory When selecting the needed job press F4 ENT to set it as the current job and then back to the job setting interface Da F4 View Job PLAN RAW 80B 10 00 STON RAW 90B 10 08 DDDO RAW 93B 10 09 Attr PrevPG NextPG EE Screen displays Job set ready Return to Setting Meas The project will be set in front of logo The screen displays Job set already and returns to Setting Meas menu In front of the item finished setting there will be a Setting Meas F1 Setting Job 1 F2 Setting Station 2 F3 Set Orientation 3 F4 Start 4 Ce Note It is fo
55. is set F3 Aim at the target point remote point The result will be viewed GS STONEX Remote Height F1 Setting Job 1 F2 Setting Station 2 F3 Set Orientation 3 F4 Start 4 Base Point Sight Meas Base Pt Base Point Sight Meas Base Pt Remote Point Sight Meas REM Pt BasePt R HT A Remote Point Sight Meas REM Pt a Base Point 10 E Rem Pt 1 1 758 m 3 051m I 2 421 m SAVE 122 STONEX R2 PRISM HEIGHT IS UNKNOWN S STONEX OPERATIONAL STEPS OPERATION First finish settings of job station and orientation and press F4 to start F4 Remote Height measurement Press F4 under the screen of Remote Height measurement menu to F4 turn to next key page Press Fl R Ht to enter into remote height measurement mode of F1 unknown prism height Press F4 to return to previous F4 page key Input PtID of base point and Input base collimate prism center by pressing PtID F1 All or F2 DIST F3 RECORD to start measurement F1 Screen displays horizontal distance between instrument and prisms F1 BACK Input and measure a new base point 123 DISPLAY Remote Height F1 Setting Job F2 Setting Station F3 Set Orientation F4 Start 1 2 3 4 i za 10 gt 1 50
56. measurement station Ai is negative Move prism closer to measurement station Move prism forward backward COGO Stake Out according to the arrowhead until PtD 54 gt i R Ht 1 923 m EA A displays Om X4 EOE E HT 0000m AH is positive It needs to be filled AHz 50 10 50 C The height is the value displayed n t 1 966 m I AH is negative It needs to be filled A F 2 369 m The depth is the value displayed All RECORD EDM X DIf staking out directly without inputting PtID of new point the procedure will display Invalid PUD XX 2 If to launch Traverse function again press ENC X3 The Traverse result is the plane value Therefore in the process of stake out if H Z is needed input it separately To change EDM setting press F4 X4 Selecting Fine r or tracking measurement mode to stake out can display the factor offset between prism point and stake out point on real time 99 STONEX R2 STONEX 5 8 1 2 Inverse a N j P2 P1 d2 The known data P1 The first known point P2 The second known point The unknown data a Direction from P1 to P2 dl Slope distance between P1 and P2 d2 Horizontal distance between P1 and P2 d3 Height distance between P1 and P2 OPERATIONAL STEPS OPERATION DISPLAY Inverse amp Traverse In Inverse amp Traverse menu press P F1 Traverse F2 and enter into Inverse funct
57. menu press ESC to RECORD return to data inputting menu and re input the data X1 There are four methods to input the known PtID Please refer to step of the last section 5 8 1 1Traverse X2 The stake out operation is similar to that of Traverse which has been introduced previously Please refer to 5 8 1 1 Traverse 5 8 3 Offset 5 8 3 1 Distance Offset i P2 N d2 aN N ae P3 The known data P1 Baseline start point P2 Baseline end point P3 Lateral point The unknown data dl Difference in length abscissa HD d2 Lateral deviation ordinate Offset P4 Base point 108 STONEX R2 S STON EX OPERATIONAL STEPS OPERATION In COGO Main Menu press F3 DISPLAY COGO Main Menu Fl Inverse amp Traverse F2 Intersections F3 Offset F4 Extention Offset F1 Distance Offset F2 Point Offset Distance Offset Input Baseline Point 1 Point 2 Input Pt Offset OffsPt MEAS CALC SEARCHI to enter into Offset function F3 Press F1 in Offset menu to enter into Distance Offset function Define the baseline first F1 Input PtID1 Input PtID of the known P1 and press ENT to move to next item ENT X1 Input PtID2 Input another PtID of the known point P2 and press ENT ENT Input offset lnput PtID of target point P3 and PtID repeat the last ste
58. o 00 00 90 00 00 I measurement document A Press F1 RECORD to return to the code of the present measuring point and add a new coding datum to Measurements document X 2 B Press F2 ADD a dialog B Press ADD Code Search appearing as the right picture The same code can not be added repeatedly press F4 to return X3 Code Exist C Press F4 OK only to set the inputted code as the code of the present measuring point and return to the measure function X4 X1 A wildcard can also be input to search all codes in code storeroom press to display each code Press PAGE to see the other pages of coding attributes 3X2 The added coding data can be found in Measurements of File Management X3 The same code name can not be added repeatedly in code storeroom X4 Press OK to conclude the coding function the coding blocks are kept in the system temporarily and they can only be recorded together with the practical measurement point The settings of coding record in Settings or Main settings are save before and save after here explain separately as follows save before to save coding data before practical survey data save after to save the coding data closely after practical survey data Please inquire in measurements document 2 If the code does not exist in code storeroom input eac
59. of a job includes input of its name and operators 6 1 1 Selecting Job OPERATIONAL STEPS OPERATION DISPLAY File Management 1 2 Inside File Management menu press FI Job F1 to enter into Job function F1 F2 Known F3 Measurement F4 Code 151 STONEX R2 The Screen displays the name and other information of the current job View Job Job Name Date Time Note 1 2011 07 21 16 50 28 Press F1 ist to enter into the screen on the right then press OK to view jobs in Internal memory If a SD card has been installed in the total station then Disk B will appear otherwise only Disk A there is Internal memory View Job Disk A Disk B As the required file name appears press Enter key and then press F4 OK the program prompts Job set already Then this file is opened and set as the present job The measurement data since then are stored in this file View Job DEFAULT RAW PIAN RAW 36 RAW 5KB Attr INextPG 6 1 2 Establishing New Job There are 16 characters in a job They may be letters of A Z or numbers of 0 9 and_ etc But the first character should not be spaced OPERATIONAL STEPS OPERATION In Job menu press F4 to turn to next page Then press F1 NEW to create a new job
60. refer to step of the last section 5 8 1 1 Traverse X2 The stake out operation is similar to that of Traverse which has been introduced previously Please refer to 5 8 1 1 Traverse 5 8 2 4 By Points 106 STONEX R2 STONEX f P4 b P5 P3 rat The known data Pl The first known point P2 The second known points P3 The third known points P4 The fourth known points a Line from P1 to P2 Line from P3 to P4 The unknown data P5 COGO point OPERATIONAL STEPS OPERATION DISPLAY Intersections In Intersections menu press F4 Fl Bearing Bearing to enter into By Points function F4 F2 Bearing Distance F3 Distance Distance F4 By Points By Points Input PtID of the known P1 and F Input data Point 1 press ENT to move to next item Input PtID1 Point 2 X1 Point 3 ENT Point 4 MEAS SEARCH By Points Input Input data Point 1 Point 2 P3 P4 in the same way and press Point 3 ENT ENT Point 4 MEAS Input the other known points P2 P2 P3 P4 107 STONEX R2 STONEX Press F2 CALC to display the COGO New Point result New Point o X N 40 000 m Y E 40 000 m To stake out this point input new PtID F2 and press F1 to start staking out XX2 To save the data press F4 To quit the result
61. return to the alignment main menu Now other line type can be defined Press ESC to quit the present screen and return to the screen of alignment element Modification on the element entered previously is available OPERATIONAL STEPS OPERATION DISPLAY In Road menu press F4 to enter Roads into Road function As the method to FI Setting Job 1 set job station and orientation have F4 F2 Setting Station 2 F3 Set Orientation 3 been introduced they are not to be F4 Start 4 introduced here 125 STONEX R2 Press F1 to enter into Define HZ Alignment function F1 Input start Input the coordinate of start chainage and chainage After finishing one item N E press ENT to move to the next item coordinate ENT when all items have been input press F2 NEXT to store start point information The program displays Save Edit Alignment If F2 yes press F4 OK To re edit it press F1 CANCEL S STONEX Roads Fl Define HZ Alignment F2 Define VT Alignment F3 Stake Out Roads n E E E Define HZ AL 1 0 Type Start Pt Chain X N Y E PREV Define HZ AL Save Edit Alignment CANCEL BZ Alignment Type Chain 100 000 m Enter into Horizontal Alignment AZ 0 00 00 main menu SPIRAL Line When the start point or o
62. set Atmos correction as zero 3 2 5 Grid Factor In coordinate calculation use horizontal distance to multiply scale factor Calculation Formula 1 HEIGHT FACTOR R ELEV R The average radius of the earth ELEV The height of the mean sea level 2 SCALE FACTOR Scale factor the scale on the measurement station GRID FACTOR Grid factor height factor X scale factor Distance Calculation 1 GRID DISTANCE HDg HD X Grid factor HDg Grid distance HD Ground distance 2 GROUND DISTANCE 30 STONEX R2 STONEX _ HDg Grid Note 1 Inputting range of scale 0 990000 1 010000 The default value 1 00000 2 Inputting range of average altitude 9999 8 9999 8 HD The average altitude value is rounded off to the nearest tenth and the default value is Zero OPERATIONAL STEPS OPERATION DISPLAY EDM Settings 0On the screen of EDM setting press EDM Mode Tracking 4 gt F2 GRID to enter Grid Factor Reflect Prism 4 gt setting Prism 30 0mm IATMOS The current settings display on the Grid Factor Input Scale screen input Scale and Ht a MSL and rs press ENT The procedure will i ENT Scale 1 000000 nput calculate and display grid To set All Ht a MSL Ht a MSL 0 0 m Grid 1 000000 settings to 0 value press F3 OSET ENT X1 BACK SET Press F4 SET to save the settings EDM Settings and return to th
63. sign is turn left curve toward the end point Length 64m ARC between KEI and KE2 Radius 100m sign is turn left curve toward the end point Length 131 354 m Transition Between KE2 and KA2 Radius 100m sign is turn left curve toward the end point Length 64 m Straight line between KA2 and BC Bearing 322 07 30 1 Distance 166 004 m Arc between BC and EC Radius 200 without sign is turn right curve toward the end point Length 334 648 m Straight line between EC and EP Bearing 57 59 40 6 Distance 250 084 m 216
64. start chainage chainage increment and the horizontal distance between side chainage point and central line Height distance is required if fill dig data is to be staked out Offs_L Horizontal distance between the left chainage point and central line Offs_R Horizontal distance between the right chainage point and central line HtDi L Height difference between the left chainage point and central line HtDi R Height difference between the right chainage point and central line STONEX Alignment S O StartC Incre Offs_L Offs_R HtDi L HtDi R After the data is input press F4 OK to enter into the main screen of displaying stake out point and offset See the introduction to Stake Out Main Menu behind Here shows the stake out data of central line of start chainage F4 Alignment S O Chain Offset HtDiff R HT 100 000 m 0 000 m 0 000 m 1 598 m STAKE IR_OFFS l SLOPE CHAIN Here regulates Stake out points on the central line first and then press F2 or F3 to stake out the left or right chainage Press L_OFFS or R_OFFS the relative chainage offset height difference will be displayed on the screen Chainage and height difference can be input manually here Offset is negative Offset point is on the left of central line Offset is positive Offset point is on th
65. the program will list them separately B If the input PtID does not exist the program will imply PtID No Exist and then display Coordinate Input menu 64 Pt Search 12 12 12 12 SEARCH STONEX R2 You can call up PtID from other jobs to set as the station Press F1 SEARCH If the point is found press OK in Pt Search menu to set it as the station and set the instrument height If the point does not exist press F3 ENH to input the coordinate OSET Quickly set the coordinate of the point to zero and set it as the station ENH Displays the Coordinate Input menu Input the coordinate and save it in the job The program implies to input the instrument height Press ENT to confirm and press F4 to save it and set it as the station PtID Return to previous dialog And set station point F4 Input instrument height ENT F4 Returns to Setting Meas menu Settings that are made will display in the front STONEX Pt Search Job STONEX4 gt Pt ID 56 More Job Select job input Pt coord FIND OSET ENH Coordinate Input 4 gt Job A STONEX PTS Pt ID X N Y E H Z Setting Station Input INS HT INS HT Setting Meas F2 Setting Job 1 F2 Setting Station 2
66. then the lase beam will decrease pee a Fig 4 187 STONEX R2 STONEX Fig 5 when the shadow is empty the laser beam is OFF Fig 6 when the shadow is full then the laser beam is Lightest 13 9 INSTRUMENT CONSTANT K Instrument constant has been checked up and adjusted in the factory K 0 It seldom changes and it is suggested to check one or two times every year The inspection should be made on the base line also can be made according to the following method Check 1 Mount and level the instrument on Point A at a plain field Use the vertical hair to mark Point B and Point C with the distance of 50m on the same line and set the reflector accurately 2 After setting temperature and air pressure measure the horizontal distance of AB and AC accurately 3 Set the instrument on Point B and center it accurately measure the Horizontal Distance of BC accurately 4 Then the Instrument Constant can be obtained K AC AB BC K should be near to 0 If K gt 5mm the instrument should be strictly inspected in the standard baseline site and adjusted according to the inspection value 188 STONEX R2 approx50m N Adjust If a strict inspection proves that the Instrument Constant K has changed and is not close to 0 If the operator wants to adjust should set Stadia Constant according to the Constant K eSet the orientation via the Vertical Hair to maintain Point A B C on the same line p
67. those data of measurement station orientation target points of roads and result data of tie distance etc can not be deleted OPERATIONAL STEPS 1y Measure OCC1 After finding out the measurement F1 HZ 248 23 50 point data to be deleted press F1 V 51 18 50 Date 2011 06 21 ene Time 14 44 52 DELETE ILAST FIND 1y Measure 11 The data has been deleted the 248 20 50 screen displays the next data 51 5 50 2011 06 21 14 44 54 6 4 CODING Here it can launch those coding functions of newly establishment searching and deleting in code database 162 6 4 1 Manual Code Input STONEX R2 STONEX The code in code database can be input manually or created by the communication software provided by STONEX Company and transmitted to the instrument Each code has one item of explanation and a maximum of 8 attributes that has no more than 16 characters Code View Del 1 2 Find Code Desc Infol Info2 Nr014 gt BOARDLINE GSI CODING Code Code name Desc Appended description Infol Editable information which includes more contents Info8 Other information lines OPERATIONAL STEPS OPERATIONAL STEPS OPERATI DISPLAY ON File Management 1 2 In File Management menu press Fl Job F4 to enter into Code function F4 F2 Known Points menu In Code View Del dialog press F1 NEW
68. to that of Traverse which has been introduced previously Please refer to 5 8 1 1 Traverse 5 8 2 2 Bearing Distance Intersection The known data P1 The first known point P2 The second known point a Direction from P1 to P3 and P4 r Radius viz distance from P2 to P3 or P4 The unknown data P3 The first COGO point P4 The second COGO point 103 STONEX R2 S STONEX Intersections F1 Bearing B DISPLAY earing F2 Bearing Distance Distance By Points Distance Bearing Distance Input data Point 1 AZ Point 2 H Dist MEAS SEARCH LIST Bearing Distance Input data Point 1 AZ Point 2 H Dist 45 00 00 MEAS SEARCHI LIST Bearing Dista Input data Point 1 AZ Point 2 H Dist nce 10 45 00 00 MEAS SEARCH OPERATIONAL STEPS OPERATION In Intersections menu press F2 to enter into Bearing Distance F2 Intersection function Input PtID of the known P1 point Input PtID1 and press ENT to move to next item X1 ENT Input azimuth from P1 to unknown Input points P3 and P4 and press ENT to azimuth move to next item ENT Input PtID2 Input PtID of another known point P2 Repeat step ENT Input horizontal distance between Input HD P2
69. up and organize measurement station data They are displayed after selecting an application Users can select the start programs individually Setting Meas F1 Setting Job 1 F2 Setting Station 2 F3 Set Orientation 3 F4 Start 4 Settings made Settings not made 60 STONEX R2 S STONEX Find further information about individual start up programs on the subsequent pages 5 1 SETTING JOB All data is saved in JOBS like directories Jobs contain measurement data of different types e g measurements codes fixed points stations etc and are individually manageable and can be readout edited or deleted separately 5 1 1 Setting a New Job OPERATIONAL STEPS OPERATION DISPLAY Setting Meas Press F1 in Setting Meas menu to Setting Job 1 enter into Setting Job menu F1 Setting Station 2 Set Orientation 3 F4 Start 4 Press F1 LIST to set a new job Setting Job Press OK to set this job and return to Job DEFAULT start up program F1 Name egee Date 2011 06 30 Time 14 10 20 Note 1 Note 2 LIST a View job Press upv and down cursor keys to Disk A Disk B select the disk where you want to F4 create the file Press F4 confirmed Disk A local disk Disk B the SD card carried by the removable disk if the disk partition has enough space it will show C D disk does not support Chine
70. 0 I 3 3 1 Setting Horizontal Circle Measure 2 4 Pt ID a fl RHT 1 500m EI HZ 0 00 00 V 90 0000 A Measure PtID Al al R HT 1 500 m HZ 0 00 00 X N Y E H Z Set Stn OPERATIONAL STEPS OPERATION DISPLAY Collimate the target point which is used for orientation setting Collimate to the target point Measure 1 4 PtID a RHT 1500m EJ HZ 50 20 00 82 00 00 I SET Hz 33 STONEX R2 Measure Pt ID Press F4 twice and turn to F4 RHT 1500m CE HZ 50 20 00 the third page of soft key Press F1 F4 82 00 00 C SET Hz to set horizontal angle F1 Set Stn SET Hz Screen shows the current horizontal Bz Settings angle value As 50 20 00 To choose the readings of the current horizontal circle as the orientation angle press F4 SET directly A press SET Bs Hz Settings To choose the other angle value as orientation angle just input the needed F4 50 20 00 angle and press ENT e g input 120 20 30 X1 3 C B Input angle To set horizontal angle to zero press Hz Settings F1 OSET Scree
71. 0 396 m OK Check Tie 2 2 v AZ 186 28 36 Grade 9 0 Press PAGE to turn to Page 2 IPAGE AXIN 0 466 m AY E 4 316m AH 0 396 m OK Measure 1 4 PtID am ce R HT 1 500m Q Press F4 OK to return to H Z 10 0000 m Cc Measure menu F4 gt lt 1 Meaning The values cannot be calculated as there is less than 2 valid measurements 59 STONEX R2 STONEX 4 8 TRACKING Switch on or off the tracking measurement mode The new setting is displayed for approximately one second and then set The function can only be activated from within the same EDM type and prism type OPERATIONAL STEPS OPERATION DISPLAY FUNCTION J Press soft key FNC to enter into Function menu Press PAGE twice to ENC EDM Tracking Pace 3 Light ON OFF turn to pagea Laser Pointer On Off IPAGE Press F1 to activate tracking function Screen displays as the right picture To deactivate tracking Open Tracking Mode function just enter into Function menu and press F1 that sets the EDM Tracking again Every time when pressing the soft key that sets EDM Tracking function the measurement mode will switch between Fine s and Tracking The last active measurement mode remains set when the instrument is switched off 5 PROGRAMS APPLICATION PRE SETTINGS There are programs that precede the application programs and are used to set
72. 00g around its vertical axis and turn the remaining leveling screw or leveling C to center the bubble once more Screw C Leveling Screw Leveling Screw B Repeat the steps DO for each 90 100g rotation of the instrument and check whether the bubble is correctly centered in all directions 2 Centering by using the optical plummet 1 Set tripod Lift tripod to suitable height ensure equal length of three legs spread and make tripod head parallel to the ground and place it right above the measurement station point Prop up tripod on the ground and fix one leg 2 Install instrument and collimate the point Set instrument carefully on tripod tighten the central connecting screw and adjust 12 STONEX R2 STONEX optical plummet to make the reticle distinctly Hold the other two unfixed legs with both hands and adjust position of these two legs through observation of optical plummet As it approximately aims at the station point make all three legs fixed on the ground Adjust three leg screws of the instrument to make optical plummet collimate precisely to the station point 3 Use circular vial to roughly level the instrument Adjust length of three legs of tripod and make the circular vial bubble of the instrument in the middle 4 Use plate vial to level the instrument accurately Rotate the instrument horizontally by loosening the Horizontal Clamp Screw and place the plate vial parallel to the line connecting leveling
73. 0m Base Point Sight Meas Base Pt Base Point Sight Meas Base Pt Base Point Sight Meas Base Pt Base Point a Base Point Sight Meas Base Pt 1 BasePt 10 0 0 000m 1 968m 92 05 52 I STONEX R2 STONEX Aim at the Base Point Aim at the ground point base point top of the Sight Meas Base Pt i where the prism is set and press F4 prism BasePt 10 Ee RHT 0 000m V ANG The base point is set up 1968m F4 92 05 52 I Aim at the target point remote height point to view the result Remote Point Sight Meas REM Pt BasePt 10 G RemPt iu gt 1 969m 1144m I 2 014 m The related soft keys in hanging height measurement F1 BasePt Input and measurement of a new base point F4 SAVE Saves the measured data 5 12 ROAD This program enables you to easily define a line or curve or spiral as a reference for measurements and stake outs It supports chainages as well as incremental stake outs and offsets Before starting road design and stake out user should set job station and orientation first Roads Fl Define HZ Alignment F1 F2 Define VT Alignment F2 F3 Stake Out Roads F3 Pe fre a LC 5 12 1 Define HZ Alignment There are two methods to define HZ Alignment One is to define HZ Alignment vi
74. 0m 63 40 50 94 33 51 I B Press F2 Code to search the codes already inputted B Press Code Code Search 1 2 Select Input new code Search STONEX Code Desc Infol XX 1 The save sequence of the data of coding and measurement is set in Settings or Main settings The settings of coding record are save before save after Here explain separately as follows save before to save coding data before practical survey data save after to save the coding data closely after practical survey data Please inquire in measurements document After starting Coding function the coding screen shows as follows Code Search 1 2 Select Input new code Search Code Desc Infol Info2 RECORD GSI code 38 STONEX R2 STONEX CODE Code name DESC Additional remark Infol Editable information including more content Info8 Lines C after Code Search function is started if the code name is already in the code storeroom it can be edited Here the edited data can not be kept in the code storeroom any more You may press RECORD to keep it in data document as a single coding datum or press All or DIST RECORD to keep it in data document together with those survey data as a single coding datum Besides the save sequence of coding data and practical measurement data can also
75. 1 STONEX R2 STONEX Rotate the telescope and collimate Sight the Hz collimation the same target A precisely in Face II target in Press F1 Meas When setting is reverse finished the screen shows as the right position Hz collimation 00011 graph F1 Press F4 set to finish V Index Adjustment y Adjustment The screen returns to the F1 V index 1 Adjustment screen F2 Hz collimation 2 F3 Horizontal Axis 3 SET Replace old adjustment value F4 F4 VO Axis Cons list 4 with a new one ESC Quit the program without saving new adjustment value B Optics Adjustment professional maintenance man only 1 Use the tangent screw to adjust the horizontal angle to the right reading which has been eliminated C R C 190 13 40 15 190 13 25 2 Take off the cover of the reticle between the eyepiece and focusing screw Adjust the left and right adjusting screws by loosening one and tightening the other Move the reticle to sight object A exactly 3 Repeat inspection and adjustment until 2 C lt 2 0 4 Replace the cover of the reticle Note After adjustment need to check the photoelectricity coaxiality 13 5 VERTICAL INDEX DIFFERENCE COMPENSATION Check 1 Mount and level the instrument and make the telescope parallel with the line connecting the center of the instrument to any one of the screws Lock the horizontal clamp scr
76. 1 2s Reflectorless 10 2ppm lt 0 8s tracking h range With reflector Atmospheric conditions Standard prism Reflector tape 5km 1000m 300m 20km 4000m 800m Without reflector Atmospheric conditions No reflector white No reflector 192 STONEX R2 S STONEX target X grey 0 18 Object in strong sunlight 160m 100m severe heat shimmer Object in shade or sky 200m 120m overcast Kodak Grey Card used with exposure meter for reflected light Other specifications R2 R5 R7 Distance Measurement Measuring Single 2 4 Km 2 0 Km 2 0 Km Range under prism fair weather Triple prism 3 0 Km 2 6 Km 2 6 Km condition Display Max 999999 999 m Min 1m Accuracy 2 2 ppm Unit m ft selectable Measuring time Fine single shot 3S Tracking 1S Average measuring times The average value of 2 5 times Meteorologic Correction Manual input Auto correction Atmospheric refraction Manual input Auto correction and earth curvature correction Reflection prism correction Manual input Auto correction Angle Measurement Measuring method Continuous Absolute encoding Diameter of raster disk 79mm Minimum reading 1 5 10 Selectable Accuracy 2 5 10 Detection method Horizontal Dual Horizontal Dual Vertical Dual Vertical Single Telescope Image Erect Telescope Length 154 mm Effective ape
77. 10 JobList 11 JobList 12 JobList 13 JobList 14 JobList 15 JobList 16 JobList 17 4 0 COD MeasurementPoints 28 Delete File Move File Copy File 4 8 My Computer VINXP C2 VINDO Ws t Documents and Settings Program Files t System Volume Information s Recycled Ghost t ADOS bf dosh nloads bf MSOcache FOUND 000 FOUND 001 South Poy FOUND 0 r Nav Survey Data gt FOUND 003 pb FOUND 004 FOUND 005 3 Inside dialog springing out select the needed storing data type there are three modes can be selected GSI IDEX and CASS DAT STONEX R2 stone G STONEX Data Exchange Manager Bel x ol re p COM1 000 SERIESWOBWobList 1 A DEFAULT MeasurementPoints 28 a R2 SERIES 4 COML 00 SERIES WINDOWS E Documents FOUND 000 Downlo ad File From To 4 Press OK to start data transmission onex Data Exchange Manager i COM1 000 SERIES JOB JobList 1 FleName DEFAULT Data Type File Type cA IDEX cass E COMMAND COM E RaATIONG TxT x al Filter X COM1 000 SERIESWOBWobList 1 A DEFAULT MeasurementPoints 28 a R2 SERIES 4 _ COML 000 SERIES ocuments and Settings 1 A DEFAULT oints 6 ram Files IrementPoin
78. 2 Known Pt Input BsPt Known Pt 1 v Bs Pt ps1 R HT 1 860m EJ HZ o 00 00 90 00 00 RECORD KnownPt 2 2 2 Bs Pt ps1 R HT 1 860 m EA HZ o 00 00 AAZ RECORDI Want More Measurement CANCEL STONEX R2 STONEX Known Pt In backsight orientation dialog Input Bs Pt input the PtID previously measured in Bs Pt BS1 Face I Please follow Step of R HT 1 254m een hosed v 900000 single point orientation LIST Reverse the telescope collimate the KnownPt 1 2 1 1 v backsight point BS1 press F1 All Bs Pt BS1 OR F2 DIST F3 RECORD to F1 RHI 1 860 m EI a HZ o 00 00 start orientation with coordinate or F2 90 00 00 measurement X2 X3 5 TT The upper right corner displays 1 I F3 De indicating that first point was RECORD measured in telescope position I After measurement when displaying Want More Measurement CANCEL finish measurement and display result OK Proceed to measure other Want More Measurement backsight points Repeat steps O to measure the orientation of more backsight points The instrument CANCEL provides orientation with a maximum of 5 backsight points Orientation Result No
79. 64 0 PA 0 00078019 0 0000025 0 6 777 This example is symmetry spiral transition NI N2 E1 E2 64 3 4 Calculation of shift value AR AR E R cosr AR 6 777 100 1 cos18 20 06 1 700 Symmetry spiral transition A R AR 213 STONEX R2 STONEX 5 Calculation of Spiral Transition coordinate N N Rsin r 63 348 100sin18 20 06 31 891 Symmetry spiral transition N N gt 6 Calculation of Tangent Distance D R tan A R cosec LA A R cot LA N LA 111 55 47 AEN ee sin tan D 100 tan 111 55 47 2 1 7 1 sin111 55 47 1 7 1 tan 111 55 47 31 891 148 06015 1 8326 0 6844 31 891 182 468 D D 7 Calculation of the coordinate KA1 Nea N p7 Di COS Era Ev P sin Om Bearing from BP to IP1 gt 74 03 16 6 Nka 1300 182 468 cos 74 03 16 6 1249 872 m Exa 1750 182 468 sin 74 03 16 6 1574 553 m 8 Calculation of Arc Length L R LA 7 7 R 111 55 47 2 18 20 06 100 75 15 35 Z 180 131 353 m 9 Calculation of the coordinate KA2 Nka N m D2 COs Era Ep D sing Bearing from IP1 to IP2 gt q amp a 322 07 30 1 Nga 1300 182 468 cos 322 07 30 1 1444 032 m 214 STONEX R2 STONEX Exo 1750 182 468 sin 322 07 30 1 1637 976 m 0 Calculation of coordinates BC EC which is ARC IP1 IP2 EP Arc length CL R IA TA 95 52 11 m CL
80. 92 m take Out the line of sight Positive when ATOff 114 270 m stake out point is on the right of the AH present measurement point All IRECORD 137 STONEX R2 Alignment S O 3 3 A X A N X coordinate offset between PtID C100 0 0 Coordinate Offset stake out point and the present R Ht 2 000 m AXIN 89 212 m Stake Out measurement point AYIE A Y A E Y coordinate offset between AH stake out point and the present All RECORD measurement point Press PAGE to switch among the three stake out mode Here take Polar Stake Out as an example to introduce the operation steps of alignment stake out in detail For more information about other methods of stake out please refer to 5 6 STAKE OUT OPERATIONAL STEPS Take points on the central line for example OPERATIONAL STEPS OPERATION DISPLAY Roads Set job station and orientation first F4 y F1 Setting Job 1 then in Road menu press F4 to enter j F2 Setting Station 2 F3 Set Orientation 3 into Road function F4 Start 4 Roads Define horizontal alignment and F1 Define HZ Alignment F2 Define VT Alignment compute fill dig Press F3 to start F3 Stake Out Roads Pe fee fe Po vertical alignment as required to Stake Out Roads program 138 STONEX R2 Displays the alignment stake out data Input
81. D Remains the previous station height F3 AVE the average value of the old and new value of station height to set the station height F4 NEW Takes the value calculated in the program as the station height Height Transfer Select Target Meas Pt ID R HT H Z atl 1 500m 10 0000m All SEARCH CHT Tran Result HT Tran Result Stn Pt HO Corr No Pts OCC1 8 250 m 10 0000 m AddPt BACK OK H0 Exist Stn Pt Old HO New HO AHO BACK 4 6 HIDDEN POINT MEASUREMENT The program allows measuring to a point hidden point rod The Picture shown above implies 56 that is not directly visible using a special STONEX R2 STONEX 1 E N H of Hidden Point 2 Rod Length 3 Distance R1 R2 OPERATIONAL STEPS OPEATION DISPLAY Function 2 4 a P FN t ter into th Press FNC to enter into F1 Height Transform 5 Function menu Press PAGE to turn FNC F2 Hidden Point 6 F3 Free Coding 7 to Page 2 F4 Check Tie 8 PAGE Hidden Point Meas first prism Press F2 to enter into the Hidden F2 PUD D l o 00 00 C Point function 87 40 00 I 3 Press F4 ROD ED to set the Rod Length Settings total length of the rod the distance between RI and R2 and the Rod Length
82. EDM Setting amp screen press wv to move to reflector lt p item Press 4 D A gt to select the reflector type D g gt Press 4Dor Q gt once to change the type of reflector After finishing setting press F3 SET to return to measure function If to cancel the settings press ESC a F3 dialog will appear as the right picture Press F1 to return to EDM Settings to renew the EDM parameters Press F4 to return to the measure function S STONEX DISPLAY EDM Setting EDM Mode Reflector Prism Fine s 4 gt Prism 4 gt 30 0mm ATMOS EDM Setting EDM Mode Reflector Prism Fine s 4 gt Non prism4 gt 30 0mm EDM Settings Quit the parameter CANCEL 3 2 3 Setting the Prism Constant Since the constants of prisms manufactured by different companies are different the corresponding prism constant must be set Once the prism constant is set it would be kept even if the machine is turned off Setting illustration Prism constant 30mm OPERATIONAL STEPS OPERATION aAfter entering EDM Settings screen use navigation key v to move the cursor to Prism item lt D DISPLAY EDM Settings EDM Mode Prism Tracking 4 gt 30 0mm 26 STONEX R2 STONEX EDM Settings
83. FF 4 gt function F4 User Key Light 4 gt Zenitha gt OFF 4 gt OFF 4 gt SET V Setting Tilt Crn Coll Crn 48 STONEX R2 Press navigation key 4D g gt to D g gt select other modes of this setting and press ENT or yto move on to the ENT next setting 2X1 or a v Press PAGE to display other pages Repeat step on other items to be PAGE set STONEX Setting 1 4 CONTRAST TriggerKey User Key V SETTING Tilt Grn Coll Crn Setting 2 4 Sector Beep Beep HZ lt gt Face Def Data Output Auto Off Setting 3 4 AngReading Angle Unit DistReading Dist Unit Tenp Unit Press Unit Setting 4 4 GSI 8 16 Mask 1 2 Coord Mask NEH ENH Code Rec v 44 gt OFF4 gt Li ght gt Zenith4 gt OFF 4 gt OFF4 gt SET v OFF 4 gt OFF4 gt Right An gled b VK Left 4 gt Intern 4 gt ON4 gt SET v 0 00 01 4 gt dd mm ss 4 gt Imm 4 gt Meterse c 4 hPa 4 gt SET A GSI116 4 gt Mask2 4 gt XN YE 44 gt NEH 4 gt Save before 4 gt SET After all settings are done press F4 SET to save and quit the Settings menu mold p X1 Press v to move the cursor upward and downward press 4 D gt to select other modes in the item ma i X2 wY WY indicate that there are some pages to select by pressing PAGE Detailed instruction
84. IZONTAL AXIS 2C Check 1 Set object A at about 100 meters away the same height as the instrument and make the vertical angle with 3 Then level and center the instrument and turn on the power 2 Sight object A in Face I and read the horizontal angle value e g Horizontal angle L 10 13 10 3 Loosen the vertical and horizontal clamp screws and rotate the telescope Sight object A in Face II and read the horizontal angle value e g Horizontal angle R 190 13 40 4 2 C L R 180 30 gt 4 2 0 adjustment is necessary Adjust A Electronic Adjustment Operation Steps OPERATIONAL STEPS OPERATION DISPLAY Menu 2 2 A After leveling the instrument press F1 Adjustment 5 MENU to enter into the menu press MENU F2 Comm Parameters 6 PAGE t to the Pave 2 a F3 Data Transfer 7 CE0 10 ee eee F4 System Information 8 F4 Adjustment v F1 V index 1 pPress F1 to enter into Adjustment F1 F2 Hz collimation 2 functi F3 Horizontal Axis 3 ae F4 VO Axis Cons list 4 Hz collimation Select F2 Hz collimation the lt Step 1 gt Front screen shows as the right graph F2 HR 332 26 21 Vv 92 59 42 Please sight the target Hz collimation In Face I precisely collimate the Collimate the lt Step 2 gt Reverse target and press Fl MEAS target HR 152025158 V 267 00 20 F1 Please sight the target 18
85. LC 112 STONEX R2 Press D G gt to select the base points of extended point and the point related to horizontal distance i e to decide whether the horizontal distance is the distance between extended point and start point or end point Press F2 CALC to display the result To stake out this point input new PtID and press F1 to start staking out X2 To save the data press F4 To quit the result menu press ESC to return to data inputting menu and re input the data F2 S STONEX Extention Define Extention Point 1 Point 2 H Dist Select Base Pt Base Pt IMEAS ICALC COGO New Point New Point X N 20 000 m 25 000 m X1 There are four methods to input the known PtID Please refer to step of the last section 5 8 1 1Traverse X2 The stake out operation of is similar to that of Traverse which has been introduced previously Please refer to 5 8 1 1 Traverse 5 9 TIE DISTANCE The application Tie Distance computes slope distance horizontal distance height difference and azimuth of two target points measured online selected from the internal memory or entered manually User can select between two different methods F1 F2 Polygonal A B B C Radial A B A C 5 9 1 Polygonal A B B C 113 STONEX R2 S STONEX
86. MET ecesas sevttanssiesaeestuestee saisanevieeiasisasisaesseveiaesreatias 186 13 9 INSTRUMENT CONSTANT K seeeeesessseeeesesrsresesrrresrsresrsrrsrsresess 188 13 10 PARALLEL BETWEEN LINE OF SIGHT AND EMITTING PHOTOELECTRIC AXIS csasiisscsvecstestitedivcsuedescatiandsnsoevesgcasedusavssavesaeapetesasasuvanananany 190 13 11 REFLECTOREESS EDM jiecccessccsisdeisnssscssenttenborssscavsesseevsovasdeaevesse sas 190 13 12 TRIBRACH LEVELING SCREW oe ecccceeceeceeeeeetaeteeeeeeeens 191 13 13 RELATED PARTS FOR REFLECTOR 00 cece ceeeeeeceeeeeeeeees 191 LAs SIPIE CUIFIKC ANION eee eee eee eee oe Tere SED 192 115 ACCESSORIE lt EE 195 APPENDIX A DATA COMMUNICATION s sccsecesesseeseseseeseseeeeeeseess 196 APPENDIX B CALCULATE ROAD ALIGNMENT esceeseseees 211 STONEX R2 STONEX FOREWORDS Congratulations on the purchase of STONEX Total Station R Series This manual is for the application of STONEX Total Station R Series STONEX R2 Total Station is equipped with infrared laser optic electronic distance meter STONEX R2 Total Station is equipped with visible infrared laser distance meter which is operated without sighting a reflector In this manual the parts which are marked E gt are only applicable to STONEX R2 Before operating the instrument please read this manual carefully FEATURES 1 Powerful Software Functions The internal software installed in STONEX R SeriesTotal Station is precisely design
87. NEX R2 STONEX StoneX CodeEditer File Options Help Attribute Name Daane uNe 6 After editing it store the file 5 DESIGN ROAD LINE DATA Open Roadline editor the program set a new document automatically As shown in the picture below StoneX Road Editer DER File Edit View Help aS DSW tare RE ROADED1 Later on user can edit road line data in the established document As finish editing save data and then quit the program A HORIZONTAL LINE FORMAT The horizontal line is transmitted from computer to instrument through line element 209 STONEX R2 STONEX including initial definition It should be included in initial definition the number of the start stake and coordinate of this point The line elements include point straight arc and transition curve Each recorded format is KEYWORD nnn nnn nnn Here START POINT stake number E N STRAIGHT azimuth distance ARC radius arc length SPIRAL radius length PT E N Al A2 Al A2 LENGTH For example1 START 1000 000 1050 000 1100 000 STRAIGHT 25 0000 48 420 SPIRAL 20 000 20 000 ARC 20 000 23 141 SPIRAL 20 000 20 000 STRAIGHT 148 300 54 679 Example 2 START 1000 000 1050 000 1100 000 PT 1750 000 1300 000 100 000 80 800 PT 1400 000 1750 000 200 000 PT 1800 000 2000 000 B VERTICAL CURVE FORMAT Input vertical curve data to computer through typical point and stake number the vertical
88. NEXT to return to the alignment main screen and it means to add a new alignment data SEARCH F3 Searches for data When pressing this key the program will require user to insert a chainage Then press ENT and the data of the chainage will be displayed PAGE F4 Goes to next page Page 2 START F1 Goes to the beginning of the file and displays the first alignment data LAST F2 Goes to the end of the file and displays the last alignment data It is possible to edit data by using the function keys above After entering the data to be edited press ENT to record the edited data and enter into the inputting screen of next point To quit without saving data press ESC OPERATIONAL STEPS OPERATIONAL STEPS OPERATION DISPLAY Define HZ AL 16 16 Type POINT XN 100 000 m F1 YE 100 000 m Use soft keypad below the screen or F2 Radius 20 000 m Al i 80 000 m s PREV NEXT to find out press or to find ou A2 80 000 m the alignment data needed to edit SEARCH User may also press SEARCH to F3 DELETE i search for the data needed to edit In Find HZ Alignment dialog input the Input chain SEARCH chainage of alignment data needed to Find HZ Alenineni edit and press ENT Chain 131 STONEX R2 Input new data and press ENT Input new data ENT Press F2 NE
89. ODE DAT e 13 Here display the numbers of data exported Data Import in this mode the files in local disk can t do this operation mutually 172 STONEX R2 S STONEX Example Import horizontal alignment data HZ Alignment Operation steps Key Press PAGEin MENU it will show the 3 page press F2 to enter Data Import dialog F2 After enter into data import dialog Press F3 to import horizontal alignment data F3 Input job name or press F1 list calling the TXT file in SD card Then press F4 to confirm F4 Run PC data file importing command After importing all the Display Menu 3 4 Data Output Data Import USB Send Data USB Receive Data Import Fl Job data 1 F2 Code 2 F3 HZ Alignment 3 F4 VT Alignment 4 File Import JOB STONEX Date 2011 06 10 Time 12 00 00 LIST HZ Alignment M B DEFAULT TXT to A Road HAL datas it will return to page 3 4 menu Complete The original data in DEFAULT TXT will be covered All the horizontal alignment data will be operated in Road HAL file x 13 Display the amount of data are exported Ifthe HZ Alignment data to import continue with the existing HZ Alignment data existing on the total station then you can import it directly otherwise if the HZ Alignment data to import has another start point w
90. ONAL KEYS Measure 1 4 PtID R HT 1 500m 0 00 00 es The measurement data 90 00 00 is displayed in the several upper lines of the display while a selection of I commands and functions is at the ALL DIST RECORD bottom of the screen which can be SetSm ____ EDM activated with corresponding Set Hz TILT BEEP functional keys The STONEX R2 STONEX meaning of each soft key depends on the applications functions currently active Soft Keys Key Function All Starts angle and distance measurements and saves measured values DIST Starts angle and distance measurements without saving measured values REC Saves displayed values ENH Opens the coordinate input mode List Displays the list of available points Search Starts the search for the input points EDM Displays EDM settings Esc Returns to the previous mode or display Con Continues to next mode or display e Returns to highest soft key level 4 To next soft key level ENT Sets displayed message or dialog and quits the dialog 1 7 SYMBOLS Symbol indicates a particular operating status depending on different software versions Key Content gt A double arrow indicates choice fields lt Using the navigation keys the desired parameter can be selected s Quits a selection with the navi
91. Out PtID Type R HT AXIN AYI E AH All RECORD Press B amp D input the elements of polar stake out azimuth and horizontal distance After inputting you can start to stake out the azimuth and horizontal distance you input OPERATIONAL STEPS OPERATION DISPLAY Stake Out 1 3 v Find ha i PUD 5 7c Type Known gt Press F4 twice to turn to Page AHz 85 5 1 31 Cc 3 of keys F4 ni 2055 m I Al saa m All DIST RECORD VIEW EDM ENH 4 B amp D MANUA 89 STONEX R2 New Point SideShot Input TGT Pt AZ amp Dist PtID Press F1 B amp D to display as the F1 right dialog Input the PtID AZ and HD of the New Point SideShot point to be staked out After inputting Input PtID a TGT Pt AZ amp Dist R press ENT to move to next item AZ HD 26 00 00 X1 10 000 m ENT 5 DELETE Collimate the prism press F2 I Side Shot Stake Out DIST to start measurement and PUID 50 EI calculate the stake out factor offset 85 51 31 between the station point and stake out F2 19 090 m n point NewPrJ RECORD BACK Rotate the telescope until the A HZ displays 0 00 00 and notify the surveyor to move the prism When A Hz is positive it means th
92. Parameters 6 F3 Data Transfer 7 F4 System Information 8 Adjustment v F1 V index 1 Select F1 to enter into Adjustment F1 F2 Hz collimation 2 function F3 Horizontal Axis 3 i F4 VO Axis Cons list 4 183 STONEX R2 STONEX V Index Press Fl to start V Index lt Step 1 gt Front Adjustment The screen displays as the F1 219 17 58 right graph 94 05 12 Sight the target Collimate the V Index In Face I precisely collimate target target lt Step 2 gt Reverse A and press F1 MeaS 3901105 F1 265 54 15 Sight the target Rotate the telescope and collimate Collimate the V Index the same target precisely in Face II prism in Press F1 Meas When setting is reverse Index Difference 3 58 11 VT Error 0 00 31 finished the screen displays as the position right graph F1 Press F4 set to finish V Index Adjustment A Adjustment The screen returns to the F1 V index 1 Adjustment menu F4 F2 Hz collimation 2 F3 Horizontal Axis 3 F4 VO Axis Cons list 4 SET Replace old adjustment value with the new one ESC Quit the program without saving new adjustment value Note 1 Repeat the checking steps to measure the Index Difference i angle If the Index If difference cannot meet the requirement user should check wh
93. Pt coord ENT FIND OSET ENH Pt Search 12 Press Fl to search the pointID meeting the searching conditions in the F1 selected job X 1 F2 OSET Press this key to set E N Z coordinate of the input pointID as 0 value F3 ENH Input coordinates of this point manually 2 9 WILDCARD SEARCH Use wildcard representing those characters you are going to search Wildcards are always used if the pointID is not fully known or if batches of points are to be searched for Examples All points of any length are found A All points with exactly the pointID A are found A All points of any length starting with A are found e g A8 A71 ABDE All points of any length with a 1 as the second character are found e g W1 F15 AIR 22 STONEX R2 STONEX A 1 All points of any length with an A as the first character and a 1 as the third character are found e g AD1 AR100 AS16 OPERATIONAL STEPS taking as an example OPERATIONAL STEPS OPERATION DISPLAY In Program press Surveying after Set Stn entering measure function press Input Pt ID Pt ID Setting Station Input wildcard F1 Here takes as an example and StnPt press ENT Then press F1 VIEW SEARCH to start searching function Display search result Use P
94. STONEX R2 STONEX CONTENT OO lt 0 5850s cvs saessuussecsvevssustisisscedvesssovssexssavesevesccsdevesvictasies teuceve saves riisde Savane abit 1 NOMENCLATURE AND FUNCTIONS 000 eeseeeceecseeeeeeseseeaeeaeeeeeeeee 1 1 NOMENCLATURE take R2 as example in the full text eee 4 L2 DISPLAY ssenarini naenin sues lvesuvagd ftevedsuasuvesteasvoutivasavesdesprestaves 6 TA FIXED KEY S cenone aea aa E e EA hives 7 1 5 TRIGGER KEY seeororoccearisino ia aa i aS T 1 6 SOFT KEYS FUNCTIONAL KEYS sscccissssevcssssincsssasivanosanencasaanineavis 7 L7 SYMBOLS aiiiar iaa aa a E EE AA 8 1S ICONS anneron esineen eire o Eaa a A EUNE EAEE EREE NENETS EA EERTSE E 8 1 9 MENU TREE cinico inan a a 9 1 10 AUTO POWER OFF sivssscistisccssessnescs auleasaeddesseaene stds soe ease EES 10 2 PREPARATION FOR MBASUREMENT sssscssssssesseesessessesesessesneens 11 2 1 UNPACKING AND STORE OF INSTRUMENT seese 11 2 2 INSTRUMENT SETUP 0 oseraies 11 2 3 BATTERY POWER REMAINING DISPLAY o oo 13 2A REFLECTOR PRISMS sissesccticiescdetvatacceastetiivasatecdes sinnani ninis 14 2 5 MOUNTING AND DISMOUNTING INSTRUMENT FROM TRIBRACH 15 2 6 EYEPIECE ADJUSTMENT AND COLLIMATING OBJECT 15 2 1 INPUTTING MODE wiscsinsiseciesteaiativces tesesesrasidsetsocaveesneatieut sevtiavaestierea teens 16 2 PA INputtin Characters cisisseieissectseiovestiedsavesdeasieatSedssvessedousst Soaeavesieatvesaiedtavsaas 17 2d PAPAIN SC NAL ACCEL ai ssccsesusnssetati
95. Setting Meas F1 Setting Job 1 F2 Setting Station 2 F3 Set Orientation 3 display in the front F4 Start 4 5 3 SETTING ORIENTATION With the orientation HZ direction can be input manually or set by points with 67 STONEX R2 known coordinates 5 3 1 Manually Inputting S STONEX STEPS 1 Press F1 to input a random HZ orientation 2 Input HZ direction reflector height and PtID 3 Press All to start measurement and set orientation 4 Press RECORD to record HZ direction and set orientation OPERATIONAL STEPS OPERATION Press F3 in Setting Meas menu to set the orientation F3 Press Fl to enter into Set F1 Manually function After Collimating the backsight point input a random AZ value Input reflector height and PtID After horizontal inputting one item press ENT azimuth value ENT Press Fl Al to start measurement and set orientation SET Set orientation without activating the measurement function F1 OSET Set AZ to zero The screen returns to Setting Meas menu Settings that are made will 663499 display in the front 68 DISPLAY Setting Meas F1 Setting Job 1 F2 Setting Station 2 F3 Set Orientation 3 F4 Start 4 Orientation Fl Set manually F2 Known Point Set manually BsPt 2 R HT 1 500 m AZ OMS Sight BsPt Meas amp Rec EDM SET
96. XT the procedure displays Save Edit Alignment If yes press F4 OK To re edit it press F1 CANCEL F2 Screen displays next data Define HZ AL Type LINE Chain 151 000 m AZ 68 20 14 2 16 Define HZ AL Save Edit Alignment CANCEL Define HZ AL Type Radius ArcLen 3 16 SPIRAL 22 000 m 12 000 m LINE 5 12 3 Deleting Horizontal Alignment Data The horizontal alignment data in internal memory can be deleted Operation is shown below OPERATIONAL STEPS OPERATION DISPLAY Define HZ AL 16 16 Type POINT X N 100 000 m Use soft keypad below the screen to F4 YE 100 000 m display Page 2 of the menu Radius 20 000 m Al 80 000 m A2 80 000 m IPREV l lt Define HZ AL Press F3 DELETE the program displays as the graph shown on the F3 Delete All HZ Alignment right CANCEL 132 STONEX R2 Press F4 to delete horizontal Define HZ AL 1 1 Type Start Arc alignment data all the horizontal Chain alignment data in internal memory will X N be deleted The system returns to Y E program of Define HZ Alignment IPREV User may re define horizontal alignment data Here taking deleting horizontal alignment data for exam
97. _Offset L_Offset H_Offset MODE 0 000m 0 000m 0 000m Oset After REC4P OSET OK Press F2 to enter into Target Offset F2 function Input the offset values length cross Input and or height offset values Define the offset values period for which the offset is to apply period of Press Fl OSET to set eccentricity applicability to zero ENT Press F4 to confirm F4 Press navigation key 4 D A gt to select the period of applicability The modes available are OSet After REC D g gt and Permanent After finishing all the settings press F4 F4 to save The program calculates the corrected values and returns to the application from which the offset F2 function was started Collimate the center of reflector and press F2 to start measuring X1 Measure PtID R HT A2 1 500 m 0 00 00 90 10 50 aS IRECORD The corrected angle and distances are displayed when a valid distance measurement has been triggered or exists Measure PUD R HT HZ A2 1 500 m 0 00 00 90 10 50 5 568 m 3 689 m i aa 9 Cc I RECORD l When Oset After REC is selected If All is started the program will display the data the target point which is calculated by adding the measured result and the offset correction
98. a MeasVal 4 gt Transfer USB4 gt In this list you can find all the More Job jobs in internal memory Format aAfter setting the job press Send Data ENT to move to format item ENT Job STONEX Press4D gt to select the data to Data MeasVal 4 gt be transferred The options are DG Transfer USB4 gt More Job measured value and known Format point Press lt 0 Q gt again to set the transfer mode COM or USB After finishing setting Meas Datas Send Transfer USB ensure that instrument port and A Default RAW receiver are connected with rr Sending communication cable Press 0 F4 SEND key BACK 170 STONEX R2 STONEX 9 SYSTEM INFORMATION Displays helpful information and sets data time System Information Battery 80 Date 21 06 2011 Time 10 14 48 Version 11 06 29 Type R2 Number RS4502 e Battery Remaining battery power e g 80 e Date Displays the current date e Time Displays current time e Version The software of instrument may have different versions which depend on those software packages composing the instrument software e Type R2 for instance e Number Serial number of leaving factory for total station instrument e Data Set system date and format Soft Keys DATE Set date e Format Select modes of date displaying three modes ar
99. a Line Arc or Sprial The other is to define HZ Alignment via points When using Line Arc or Sprial to define HZ Alignment the second method is restricted similarly when using points to define HZ Alignment the first method is restricted The two methods can t mix 124 STONEX R2 STONEX Horizontal alignment consists of the following elements start point line curve and spiral To define a horizontal alignment user should first input the detailed information Chain N E coordinate of start poin Define HZ AL 1 1 Type POINT Chain 100 000 m X N 100 000 m YE 50 000 m IPREV SEARCH Serial number and the amount of present horizontal alignment are displayed on the upper right corner of the screen The element of start point consists of the start chainage and E N coordinate of start point Enter these details and press F2 NEXT to display the main inputting approach HZ Alignment Type Chain 100 000 m AZ 0 00 00 SPIRAL POINT The screen displays current chainage the azimuth angle of the tangent on the chainage and the function key of the establishing new line The system provides four functions defining line curve spiral and point Select a function key enter the detailed information of the chainage the alignment elements will be created Press F2 BACK to calculate the new chainage and azimuth angle automatically and
100. ana i a aA a aS 101 5 8 2 2 Bearing Distance Intersection s sseesesesesssestsrrstereresrerestsresrsresrsrsses 103 5 8 2 3 Distance Distance Intersection essseeessssesreeesrerestsreresresesrsrestnreseses 105 IG LA BY POS iirin rE EAA E EEE uta E ETE 106 5 83 OMSEL cccssessivestanscesivs odteadeoitecsanseddeosenstocseusasvensvaideos ses cdteaunbadsestonadueanwnereesce 108 5 8 3 1 Distamce OMset sis sssi rosessi eiss tiai narida ise iia 108 5 8 3 2 POMt OMSEt sosisini insna anaana ani E Ea E O 110 DOA ALA OEO AEE EA E E A E 111 5 9 TIE DISTANCE innn a a aaa 113 5 9 1 Polygonal A B B C saciiscissccvacesas vac cvaccveceva dvaceasevacesa duaseeascvacevasdlaceeance 113 5 9 2 Radial A B A C iss cestessssucedsesctostavasutessnssbosincasysaaasasbancseatavessacsenasasateves 116 5 10 AREA MEASUREMENT PLANE ccececeeceeseeesceeceseeseeeeeeeeeeeas 118 5 11 REMOTE HEIGHT MEASUREMENT REM nsee 121 5 12 ROAD oxi dissin rtiainion wiaaoniaandaninichatwdaahens ded 124 5 12 1 Define HZ AN SNMe nt swiss cisecsc dssoheastiseceded sohetvecseiesed dededeatanioved cedsteatnets 124 5 12 2 Editing Horizontal Alignment Data eee ceeeeeseeeeeeeeeeeeaes 130 5 12 3 Deleting Horizontal Alignment Data eee eeeeeeeeeseteeeeeeeas 132 5 12 4 Defining Vertical Alignment eee eeeeeeececeeeeeeeseeseeneeeeeaes 133 5 12 5 Editing Vertical Alignment Data eee eeeeeesecseeeeeeseteeeseeeeeeeeeas 134 5 12 6 Deleting Vertical Alignment Data eee cece
101. ance Distance By Points Intersection function 105 STONEX R2 Distance Distance I Pipi Input data opur Point 1 Input PtID of known point P1 and H Dist press ENT to move to next item ENT Point 2 xI H Dist a MEAS LIST Distance Distance Input data Input HD1 npu Point 1 Input horizontal distance between H Dist P1 and P3 or P4 r1 ENT Point 2 H Dist m IMEAS CALC SEARCH Distance Distance Input data Input PUD2 Point 1 10 Input the known point P2 Repeat H Dist 50 000 m step ENT Point 2 H Dist m MEAS CALC SEARCH Distance Distance Input data Point 1 Input horizontal distance between Input HD2 H Dist 50 000 m P2 and P3 or P4 r2 Point 2 11 H Dist 20 000 m ENT MEAS CALC SEARCH J LIST ENH Press CALC to display the result COGO New Point To stake out this point input new PtID New Point assis X N 4 000 m and press F1 to start staking out 2 YE 19 596 m To save the data press F4 F2 New Point 2 wwe To quit the result menu press ESC to XN a 4000m YE 19 596 m return to data inputting menu and STAKE RECORD re input the data X1 There are four methods to input the known PtID Please
102. and P3 or P4 and press ENT ENT LIST Bearing Dista Input data Point 1 AZ Point 2 H Dist nce 10 45 00 00 11 2 000 m MEAS SEARCH Press F2 CALC to display the result To stake out this point input new PtID and press F1 to start staking out X2 To save the data press F4 To quit the result menu press ESC to LIST COGO New Point New Point X N Y E New Point 2 114 142 m 114 142 m 85 858 m 85 858 m 104 STONEX R2 STONEX return to data inputting menu and re input the data X1 There are four methods to input the known PtID Please refer to step of the last section 5 8 1 1Traverse X2 The stake out operation is similar to that of Traverse which has been introduced previously Please refer to 5 8 1 1 Traverse 5 8 2 3 Distance Distance Intersection N P4 The known data P1 The first known point P2 The second known point rl Radius as defined by the distance from P1 to P3 or P4 r2 Radius as defined by the distance from P2 to P3 or P4 The unknown data P3 The first COGO point P4 Second COGO point OPERATIONAL STEPS OPERATION DISPLAY Intersections h Intersections menu press F3 FI Bearing Bearing to enter into Distance Distance F3 Bearing Distance Dist
103. ate this operation will not store the known points being inputted to job B Through pressing Fl SEARCH or F2 LIST in Graph A to call up known points in job Coordinate Input PD X N Pt Search 2 Al A12 A12 A12 146 STONEX R2 After the start point of site has been Define new Site Sight Meas Start Pt decided input prism height collimate F2 olan the prism center press F2 DIST RHT F3 RECORD to start measurement F3 Following Step to determine Define new Site the end point of site and input the Sight Meas Start Pt i prism height and press F2 DIST F2 StariPt 16 EndPt 2 Q F3 RECORD to start measurement RHP 2 000 m Cc F3 Me ee m I l a5 eo All DIST RECORD l To display the result screen Construction Check F1 Reject th It and rebuild th HL ee ee trebui e Known Length 12 635 m site Meas Length 12 640 m F4 Accept the result to set the line Offset 0 005 m and enter into stake out screen REFUSE OK 5 13 2 Shifting Line ShiftL Input horizontal shifting value to horizontally shift the line The line can be horizontally shifted according to the requirement of job OPERATIONAL STEPS OPERATIONAL STEPS OPERATION DISPLAY AS BuiltCheck PtID R H To horizonta
104. ation STONEX R2 STONEX PRECAUTIONS 1 Do not collimate the objective lens direct to sunlight without a filter 2 Do not store the instrument in high and low temperature to avoid the sudden or great change of temperature 3 When the instrument is not in use place it in the case and avoid shock dust and humidity 4 If there is great difference between the temperature in work site and that in store place you should leave the instrument in the case till it adapts to the temperature of environment 5 If the instrument has not been used for a long time you should remove the battery for separate storage The battery should be charged once a month 6 When transporting the instrument should be placed in its carrying case it is recommended that cushioned material should be used around the case for support 7 For less vibration and better accuracy the instrument should be set up on a wooden tripod rather than an aluminum tripod 8 Clean exposed optical parts with degreased cotton or lens tissue only 9 Clean the instrument surface with a woolen cloth after use If it gets wet dry it immediately 10 Before working inspect the power functions and indications of the instrument as well as its initial settings and correction parameters 11 Unless the user is a maintenance specialist do not attempt to disassemble the instrument by yourself even if you find the instrument abnormal E 12 Since Reflectorless Total Station R2 emits
105. coordinate document automatically fms StoneX Coordinate Editer File Options Name Y Easting X Northing H Elevation 2 Inside dialog input coordinate information including point number Y E coordinate X N coordinate H elevation As the picture shown below 204 STONEX R2 STONEX ims StoneX Coordinate Editer File Options Y Easting X Northing H Elevation Code 10 00 10 00 10 00 20 00 20 00 20 00 30 00 30 00 30 00 3 Click File Save a document saving dialog springs out Choose the type of data saving after inputting document name click Save B OPEN FILE 1 Inside File menu select Open in the dialog springing out select coordinate data needed to open As shown in the picture below m StoneX Coordinate Editer Look in New Folder ef EE Bigs File name Files of type GSIC gsi Cancel Open as read only 205 STONEX R2 STONEX 2 Inside Type column set document type that needed to open GSI IDX SOUTHCASS documents of three types are provided select the document needed to open and click OK C SET PRECISION OF DISTANCE UNIT User can set precision of distance unit of coordinate data according to requirement The operational steps are as follows Inside Options menu press Setting In the dialog springing out select precision of distance unit OPTIONS Unit m
106. creen displays next data Define VT AL 2 2 Chain H Z Length 280 000 m 15 010 m 10 000 m IPREV SEARCH 5 12 6 Deleting Vertical Alignment Data The vertical alignment data in internal memory can be deleted Operation is shown below 135 STONEX R2 STONEX OPERATIONAL STEPS OPERATION DISPLAY Define VT AL Chain Use soft keypad below the screen to F4 H Z display Page 2 of the menu Length IPREV SEARCH ISTART DELETE Define VT AL Press F3 DELETE the program displays as the graph shown on the F3 Delete All VT AL right CANCEL Press F4 to delete Vertical Define VT AL alignment data all the Vertical Chain alignment data in internal memory will H Z be deleted The system returns to Length program of Define VT Alignment IPREV User may re define Vertical alignment data Here taking deleting Vertical alignment data for example Press Fl CANCEL if it is not to be deleted 5 12 7 Road Stake Out To stake out alignment the alignment type should be defined first Two methods of defining horizontal alignment are available installing in the computer via the data communication software provided by STONEX or inputting manually in program Road The vertical alignment data is unnecessarily to be def
107. ctric axis 4 Check the center of reticle to coincide with the center of emitting photoelectric axis If so the instrument is proved eligible Adjustment If the center of reticle deviates from the center of emitting photoelectric axis user should send the instrument to professional repair department 13 11 REFLECTORLESS EDM The red laser beam used for measuring without reflector is arranged coaxially with the line of sight of the telescope and emerges from the objective port If the instrument is well adjusted the red measuring beam will coincide with the visual line of sight External influences such as shock or large temperature fluctuations can displace the red measuring beam relative to the line of sight The direction of the beam should be inspected before precise measurement of distances because an excessive deviation of the laser beam from the line of sight can result in imprecise distance measurements Warning Looking straight at the laser beam should be always considered as hazardous Precautions Do not stare into the beam or direct it towards other people unnecessarily These measures are also valid for the reflected beam Inspection A target plate is provided Set it up between five and 20 meters away with the grey reflective side facing the instrument Move the telescope to face II Switch on the red laser beam by activating the laser point function Use the telescope crosshair to align the instrument with the ce
108. curve data should include the height curve length and the curve length of start point and terminal point is zero Data format is Stake number height length For example 1000 000 50 000 0 000 1300 000 70 000 300 000 1800 000 70 000 300 000 2300 000 90 000 0 000 210 STONEX R2 sTONEX APPENDIX B CALCULATE ROAD ALIGNMENT The road alignment stake out program can stake out the alignment elements including straight arc and transition curve NOTE Road alignment data can be uploaded from computer or can be entered manually Road alignment data is managed by chainage 1 ROAD ALIGNMENT ELEMENTS There are two ways to enter the alignment elements Download from PC Manually enter on the R series How to enter the alignment data is explained below Alignment Element Parameter Straight Bearing Distance Transition Curve Radius Length of Transition Curve Arc Radius Length of Arc PT N E radius Al A2 NOTE When downloading from computer or selecting PT option you do not have to calculate the Parameter EP EC N IP2 KA2 BC KE2 E IP1 BP KE1 KAl Pt North East Radius Transition curve Al Transition curve A2 N E R BP 1100 000 1050 000 IP1 1300 000 1750 000 100 000 80 000 80 000 IP2 1750 000 1400 000 200 000 0 000 0 000 EP 2000 000 1800 000 211 STONEX R2 STONEX Example To enter the following data select DEF AL of ROADS in PROG menu
109. d arc NOTE If user input Al A2 from according to the lengths L1 L2 of spiral the following formulas are used to calculate Al and A2 A Ji Radiu Als _ JL Radir OPERATIONAL STEPS OPERATION DISPLAY BZ Alignment Type Press F4 in the HZ Alignment Chain 100 000 m Type menu to define point F4 AZ 0 00 00 IPOINT Define HZ AL Type X N Input N E coordinate radius and radius and YE A1 A2 then press ENT Al A2 Radius Al ENT ENT A2 IPREV Input N E Press F2 NEXT the program Define HZ AL displays Save Edit Alignment If yes press F4 OK To re edit it F2 Save Edit Alignment press F1 CANCEL CANCEL BZ Alignment Type Press F4 to store this alignment Chain 151 000 m and return to alignment main menu AZ 124 20 14 5 12 2 Editing Horizontal Alignment Data In the process of defining horizontal alignment editing is available 130 STONEX R2 STONEX Define HZ AL 2 1 Type POINT X N 100 000 m YE 100 000 m Radius 20 000 m Al 80 000 m A2 80 000 m IPREV NExT SEARCH J START LAST DELETE Soft Keys PREV F1 Displays the previous point data NEXT F2 Displays the next point data CE If the present data is at the end of horizontal alignment press
110. data Here the points on the central line read 0 0 For instance PtID C100 2 0 expresses the point on the right chainage is 2 m away from the central line with a chainage of 100 5 12 8 Slope Stake Out Slope Stake Out can be launched as part of the Alignment Stake Out It is a must to define horizontal and vertical alignments in Road menu previously In stake out main screen press F1 SLOPE to display Slope Stake Out Main Screen of Slope Stake Out Slope Stake Out Left 1 n Cut Fill Right 1 n Cut Fill Indeed the fill cut value that are input here is a ratio n lin The fill dig data can be entered through left and right slopes In terms of fill dig use positive symbol to input the required slope the software selects an appropriate slope in the list according to the actual position of the point 142 STONEX R2 STONEX Dig fill is decided via the estimated height of hinge point If the height is above the hinge point the dig slope is used otherwise the fill slope is used Computed Intersection Cut GL Height om Hinge Eon Computed Intersection i a a Offset i Fill OPERATIONAL STEPS OPERATION DISPLAY Alignment S O Input or select the side chainage to Chain 100 000 m be slope staked out Press F4 4 to F4 Offset 0 000 m turn to Key Page 2 and press F1 F1 HtDiff 0 000 m R HT 1 598 m STAKE IR_OFFS 4 SLOPE CHAIN
111. displays the previous measured data and turn PAGE to view Measure PUID R HT Code HZ 1 3 0 00 00 90 00 00 Measure 1 3 PUD i R HT 1 860m EJ Code De STONEX 9 HZ 0 00 00 V 90 00 00 I i m All DIST RECORD Measure 1 3 PUD 2 fl R HT K 1 860 m A Code STONEX OD HZ g5 5131 Yo 129 20 19 I i m All DIST RECORD X1 Please refer to 2 7 Input Mode to know more about the input method X2 Once Surveying function is activated all measurement data including angle HD SD VD and ENH will be displayed Press PAGE to view 5 5 1 Individual Point Indiv P In data collection you can record one single point exchanging the option between individual point and continuous point by pressing this key OPERATIONAL STEPS OPERATION DISPLAY Measure 1 3 PD 11 R HT 1 860 m EA Code STONEX F HZ o 00 00 V 90 00 00 I Press F4 three times to F4 a m displays the last page DDT RECORD All CODE EDM All Q CODEJ EDM 77 STONEX R2 Press F2 Indiv P to start F2 Individual Point function The item of PtID is blank Input the individual PtID prism Input PtID height code if necessary After R HT Code one item
112. ds the most current youngest known point first Direct Search By entering an actual pointID e g A12 all points with the corresponding point number are found There are many places to start the point searching function Here take searching the known points in setting station as an example OPERATIONAL STEPS OPERATION DISPLAY In Program press Surveying and Set Stn after entering measure function press Input pointID Input Station PHD Setting Station Input pointID Here take A12 as an example and press F1 StnPt ENT Then press F1 FIND to start the FIND function 20 STONEX R2 Display searching result Use D O navigation key v to select the point after the point you need is found press F4 OK or ENT to return to last menu D gt F4 Or ENT A12 A12 A12 A12 A12 A12 STONEX Pt Searching Introduction of soft keypad at the bottom of the screen VIEW Display the coordinates of the selected point Pt ID Pt Search Coord VIEW A12 100 000 m 100 000 m 26 000 m 2006 08 21 08 20 56 Use navigation key S to select a pointID press F1 VIEW to display F1 the coordinate information of this point Press ESC or F4 OK to return to ESC last menu Or F4 A12 A12 A12 A12 A12 A12 Pt Searching ENH Inputs coordinat
113. e right of central line Alignment S O PUD Offset HtDiff R HT STAKE SLOPE 139 STONEX R2 When the chainage and the offset to be staked out occurs press F1 STAKE to enter into stake out screen Input prism height and start staking out The operational steps are similar to that of Point Stake Out Collimate the current prism press S STONEX Alignment S O 1 3 v PUD cio0 0 0 R HT 2000m FE AHz 85 5132 ai 4 25369m Al snas m I All DIST RECORD J VIEW EDM NEXT la Alignment S O 1 3 F2 DIST to start measurement and PtID C100 0 0 R HT 2 000 m lculat d display the stake out F2 calculate an isplay the stake N F2 95 5132 gt factor offsets of between target point 25369m and stake out point 2 364 m I VIEW l Rotate the telescope until A Hz Alignment S O 1 3 v shows an angle offset of 0 00 00 and PD C100 0 0 a order the surveyor to move the prism R HT 2000m EI ae ne AHz 00 00 00 eanings of arrowheads ni 4 15369m C From measurement station move Aill F 2364m I the prism leftward x All DIST RECORD gt From measurement station move the prism rightward OSet prism on zero direction based on Alignment S O 1 3 v the telescope and colli
114. e available e yy mm dd e dd mm yy e mm dd yy e Date Input and display the date according to the selected date format TIME Set time FORMAT Format the system of the total station C For both system and EDM setting are introduced in previous chapters here they are not to be repeated 171 STONEX R2 STONEX 10 EXPORT IMPORT DATA To apply this function it needs to insert SD card to R2 first Export data All the suffix name of the files will be automatically changed to TXT file Example Export code data Note To get the TXT file normally please don t hide extensions for Known file types Operation steps Key Display Menu 3 4 _ Press PAGE in MENU it will Data Output Data Import show the 3 page press F1 to F1 USB Send Data USB Receive enter data output dialog Data Output Fl Job data 1 Press F2 to output code data F2 Code 2 F2 F3 HZ Alignment 3 F4 VT Alignment 4 Data Output Input the file name to ouput or JOB SONEX Date 2011 06 10 press F1 list key find the txt file in F4 Time 12 00 00 SD card Then press F4 to confirm LIST CODE Run the data file exporting From A PCODE DAT command After exporting all data To B STONEX TXT the screen will back to page 3 menu e The original data in STONEX TXT will be covered e All code data system will be operated in PC
115. e center mark position coincides with the intersection point of the cross at every 90 5 If the center mark always coincides with intersection point no adjustment is necessary Otherwise the following adjustment is required JE Adjusting Screws for plummet 4 pes Adjust 1 Take off the protective cover between the optical plummet eyepiece and focusing knob 2 Fix the paper Rotate the instrument and mark the point of the center of optical plummet which falls on the paper at every 90 As illustrated Point A B C and D 3 Draw lines that attach AC and BD and mark the intersection point of the two lines as O 4 Adjust the four adjusting screws of the optical plummet with an adjusting pin until the center mark coincides with Point O 5 Repeat the inspection and adjusting steps to make the instrument meets the requirements 6 Replace the protective cover 2 Laser plummet This is a new technology from our factory it adopts laser beam to center the instrument Press FNC to find the interface as Fig 1 show 186 STONEX R2 STONEX Fig 1 If the total station has laser plummet after enter into Fig l and press F1 to enter into Fig 2 then the laser beam will appear from the laser plummet And the shadow in Fig 3 indicates the intensity of the beam Fig 2 Fig 3 After the laser beam appears if you press the upper key in Fig 4 then the laser beam will increase If you the down key below in the circle
116. e of radius value along the forward direction of the curve When the curve turns right the radius value is positive while the curve turns to left the radius value is minus The arc length can not be negative 127 S STONEX STONEX R2 OPERATIONAL STEPS OPERATION DISPLAY HZ Alignment Type Press F2 ARC to enter into Chain 100 000 m Define Arc Screen function F2 AZ 0 00 00 SPIRAL Input radius Define HZ AL JInput radius and arc length then and arc Typ i Radius press ENT to record this data length ArcLen ENT Press F2 NEXT the program Define HZ AL displays Save Edit Alignment If yes press F4 OK To re edit it press F2 Save Edit Alignment F1 CANCEL CANCEL Press F4 to store this alignment HZ Alignment Type and return to alignment main menu Chain 151 000 m and displays chainage of end point of AZ 68 20 14 the curve and azimuth of this point Spiral Radius i Straight line Circle y y 4 Circle Radius Piet 128 Straight line STONEX R2 S STONEX Press SPRIAL in HZ Alignment Type menu to define spiral A spiral consists of the minimum radius and arc length The rule of radius value along the forward direction of the curve When the curve turns right the radius value is positive Whe
117. e pide Shot Stake Outs i stake out point is on the right of PtID 50 measurement point Move the prism 35 51 31 rightward 1 509 m When AHZz is negative it means the stake out point is on the left of NewPt2 measurement point Move the prism leftward Set the prism on 0 direction of Side Shot Stake Out telescope press F2 DIST to start measurement and calculate the F2 Heo stake out factor offset between the station point and stake out point When Aai is positive it means the stake out point is further Move the prism further from the station When aai is negative move prism closer to station 90 0 00 00 1 509 m NewPt2 STONEX R2 Move the prism according to Side Shot Stake Out arrowhead until n tl displays 0 PtID If F N Tracking is m ine r or racking is 0 00 00 o 0 000 m between prism point and stake out I selected to stake out the factor offset point will be displayed at real time INewPt2 which is quite convenient 2 After staking out one point press New Point Side Shot ist F1 NewPt2 and repeat Steps D 0 ea SR eae to proceed the input and stake out operation of next B amp D method X1 The data input for B amp D Stake Out will not be stored in the job X2 Press F4 BACK to return to Stake Out main menu
118. e point manually Coordinate Input JOB Pt ID X N Y E H Z A stonex Pts BACK Coordinate Input JOB Pt ID X N Y E H Z STONEX 10 10 000m 100 200 m 10 220 m 01 DELETE to save the pointID into job If the pointID you need does not F2 exist in the job press F2 ENH to input coordinate Input pointID and E N Z coordinate Input Pt As one item has been input press ID ENH ENT to move the cursor to the next item ENT As finishing all inputting press F4 F4 OK Confirm the selected point 21 STONEX R2 STONEX JOB Select the pointID in another different job If not find the pointID you need in Pt Search present job you can choose it in JOB ANDG another job or input coordinate by F3 Pt ID hand in the selected job Press F3 More Job JOB key to enter this function Select job input Pt coord A Pt Search Press navigation key to move JOB STONEX cursor to job item select the other jobs Pt ID in internal memory and press ENT to ENT NESE More Job Select job input Pt coord move cursor to the next item OSET ENH Input the pointID to be searched Pt Search then press ENT To input the JOB STONEX 4 gt coordinate manually press OSET or Input Pt ID ENH X1 pointID Select job input
119. e previous menu then press F3 SET again to save the F4 EDM Mode Tracking 4 gt settings being done and return to F3 i 30 0mm measure function X 1 Please refer to 2 7 inputting mode for inputting instruction 3 2 6 Viewing Signal of Distance Measurement This function displays the intensity of returned ray signal signal intensity being received by the total station instrument step length 1 Once refraction ray from the prism is received this instrument will make beep sound and show the ray intensity which is expressed by The best collimation precision can be realized by this function when the target is difficult to find or see 31 STONEX R2 OPERATIONAL STEPS OPERATION In EDM setting screen press F4 4 to display the second page menu press F1 to check the signal of distance measurement F4 F1 STONEX DISPLAY EDM Settings EDM Mode Reflect Prism Tracking 4 gt Prism 4 gt 30 0mm ATMOS GRID The ray intensity which is received by the machine is expressed by the bar graph and a displaying on the screen showed as the right picture gt 1 Press F1 to return to EDM setting menu F1 SIGNAL MulCon EDM SIGNAL EDM Type IR al EDM Settings EDM Mode
120. e used to fine level the instrument If the instrument hasn t been leveled roughly the screen displays that the instrument is out of the automatic correction range and that it needs to be leveled manually Please refer to 2 2 Instrument Setup for detailed leveling instruction C STONEX R2 Total Station compensates the vertical angle reading due to inclination of the vertical axis in the X directions OPERATION STEPS OPERATION STEPS OPERATION DISPLAY Press FUNCtto enter into the routine TILA djust function Menu then press F1 Level then enter the Tilt adjust screen Then F1 Te Offset press PAGE to find the value if the F3 Delete Last Record F4 Main setting Fl F2 Tilt Adjust value is within 3 it indicates that it is with the designed range of automatic tilt correction Press F4 to return to Measure menu 0 10 21 0 07 08 If the value exceeds 3 manual leveling is a must If the instrument hasn t been leveled Tilt Adjust precisely rotate the tribrach screws and level the instrument according to 0 00 21 the value s changing displayed in the 0 00 08 screen After leveling press F4 to return to Measure menu C when the instrument is placed on an unstable stage or in a windy
121. easurement Data 000 0 eee cece ceeceeeeseeseeeeseeeeaeeseeeeseaeeas 158 6 3 2 Deleting Measurement Data uu eee ese ceeeeeeesetseeeeeeeetaeeseseeseeeeas 162 6 4 CODING irsinin e S a EE TN aS 162 6 41 Manual Code IMputs seisusesse oaia 163 042 VEWNS Coden non ganon naa a a aaa ea aik 164 60 4 3 Deleting Codeseira iaioa oia ai 165 6 5 INTIALIZING INTERNAL MEMORY 0 eee ee ceeeeteeeeeeeaees 166 6 6 MEMORY STATIS TIC iancu iinn aaa 167 7 COMIN OINICAINIOUN S810 NC oe eee 168 E DATTA TTRVANIN S171 e renee 170 D SYCS NEM INEO MA TON oc eee eee r Sere TED 171 IO JEP OIRTMAIM IP OIRT DATTA oc eee eee een e eee 172 Il SIEINIDIRIECIEINVIE ID AIDA BNC US cree eee 174 12 U DISK MODE MEMORY MODE occcecceece esses cseeeseesecseseeeeseeaeeeeeeeesaes 177 113 CIRDEICIS AINID AN DUIMOISS TUN 21 1 eee 179 13 1 PLATE VAAL cs ssccssctspeteteassetededstedatsaenecesedearieteateesnivd aeasseaiterneisedevaiiels 179 13 2 CIRCULAR VIAE ohrani eere eoa e ea e EA ESE a a ETE Ee 179 13 3 INCLINATION OF RETICLE isrcsiseseicinsenineeserrissvinsisisususrsssesensst 180 13 4 PERPENDICULARITY BETWEEN LINE OF SIGHT AND HORIZONTAL AXIS QC eei neoninis vanans nanain EE Ea aa aNs 181 13 5 VERTICAL INDEX DIFFERENCE COMPENSATION eee 182 13 6 ADJUSTMENT OF VERTICAL INDEX DIFFERENCE I ANGLE AND SETTING VERTICAL INDEX O ooo eee eeeceeeeseeseeaeseeeeeeeaeeeeneeeaees 183 13 7 TRANSVERSE AXIS ERROR COMPENSATION ADJUSTMENT 184 13S PLUM
122. ected in three grades e For 360 0 00 01 0 00 05 0 00 10 e For 360 0 0001 0 005 0 0010 e For gon 0 0001 gon 0 0005gon 0 0010gon For mil 0 01mil 0 05mil 0 10mil Angle Unit dd mm ss deg gon mil e degree sexagesimal possible angle values 0 359 59 59 DD degree decimal possible angle values 0 359 9999 gon possible angle values Ogon 399 9999gon mil possible angle values Omil 6399 99mil The setting of the angle units can be changed at any time The actual displayed values are converted according to the selected unit Dist Unit Meter US ft INT ft ft in 1 8 eM Meter US ft Us feet INT ft ft in 1 8 International feet US feet inch 1 8 inch 51 STONEX R2 STONEX Temp Unit CIF eC Degree Celsius F Degree Fahrenheit hPa Hecto Pascal Press Unit hPa mbar mmHg in mbar Milliba Hg mmHg Millimeter mercury column inHg Inch mercury column Code Rec Save before Sets if the code block is saved before or after the Save after measurement see 3 3 4 Coding Select GSI output format GSI 8 16 GSI 8 GSI 16 GSI 8 81 00 12345678 GSI 16 81 00 1234567890123456 Select GSI output mask Mask 1 2 Mask1 Mask2 e Maskl PtlD Hz V SD ppm mm hr hi e Mask2 PtID Hz V SD E N H hr 4 5 HEIGHT TRANSFER This function determines the height of the instrument from measu
123. ecting the battery and charger either the battery or the charger may be damaged Please connect professionals for repairing Battery Charging Cautions yw Rechargeable battery can be repeatedly recharged 300 to 500 times Complete discharge of the battery may shorten its service life yw In order to get the maximum service life be sure to recharge it at least once a month 2 4 REFLECTOR PRISMS When measuring distance a reflector prism needs to be placed at the target place Reflector systems come with single prism and triple prisms which can be mounted with tribrach onto a tripod or mounted onto a prism pole Reflector systems can be self configured by users according to job Illustrated are some prism systems that match STONEX R2 STONEX 2 5 MOUNTING AND DISMOUNTING INSTRUMENT FROM TRIBRACH Dismounting If necessary the instrument including reflector prisms with the same tribrach can be dismounted from tribrach Loosen the tribrach locking screw in the locking knob with a screwdriver Turn the locking knob about 180 counter clockwise to disengage anchor jaws and take off the instrument from tribrach Insturment Locking Knob Set Screw e Mounting Insert three anchor jaws into holes in tribrach and line up the directing stub with the directing slot Turn the locking knob about 180 clockwise and tighten the locking screw with a screwdriver 2 6 EYEPIECE ADJUSTMENT AND COLLIMATING OBJECT Method of Collimatin
124. ed It boasts of compact menu structure and complete and practical application programs which proves efficient and helpful in the process of project measurement and stake out 2 Simplified Operation STONEX R Series Total Station has various functional keys coupled with an input mode combining characters and numbers perfectly It s simple practical and convenient in use which enables the engineers who don t even have too much surveying experience to master the operation quickly 3 Absolute Encoding Circle The pre assembled Absolute Encoding Circle enables the user to start measurement directly after switching on the instrument Even if the user replaces the battery during operation the azimuth data will not be deleted E4 Reflectorless EDM The reflectorless laser EDM function equipped in Total Station R Series can be operated the measurement on various materials of different colors such as the wall surface of constructions telegraph pole wire cliff hill and mountain earth and soil stump from long distance with high precision It brings great convenience to surveyors when measuring a target that is hard or even impossible to reach 5 High Precision and Long Measuring Range The measuring range of STONEX R Series Total Station is 2 4 km with single prism 6 Reliable Water and Dust Proof Function R Series Total Station boasts water and dust proof function which realizes a breakthrough in terms of the hardware performance of total st
125. eeseeeeeeeeeas 33 STONEX R2 STONEX 3 3 2 Setting the Instrument Height and Prism Height eee 35 3 3 3 Measure mehtar odeSedesvecanests 36 BD AP COGS EEE E E E E A E ET 37 D3 NOUE Coden nanna 41 EO O E sien cevesuaneneosseucsouieusestoeue sessions 43 4T LEVELIN Gag ts fs pccssadsaessdeas sonpindsanesdens vest acasuwnsd a E E E EEE 44 42 TARGET OFESE Piiri renauit ao e e e a E EERE ee 45 4 3 DELETING LAST RECORD srssiscioseesiseniiicorasiiorissanaisiniie 47 4A MAIN SETTINGS icssssescsses cis iiccesene steeds derncotestennerstenecsiectneseoeieunsst edness 48 4 5 HEIGHT TRANSFER oisscisseseavisaedsvessicssassesiucascsienedoasivicde aiii aan 52 4 6 HIDDEN POINT MEASUREMENT cece cece ceeceeeeseeseeneeeeeeaes 56 Ao CHECKING TIE sucina caubaewtsuvescisehateaviasusostestosccte sant odenateossvacaees 58 4 8 TRACKING iinsert eiteiaedavanes eceieaia E EE AaS 60 O S E A 60 S SETTING JOB opeisen noi T E E E E 61 5 1 1 Setting a New JOD cceccesssscstvsccnsssvascossanvecnsesvadeestevectenutascuestovecteanueaseestens 61 5 1 2 Calling up a Job from Internal Memory ou eee ee eeeeeeeeeeeeeeeeeees 62 5 2 SETTING STATION icici scessisasdstedes cannunati inatia nias 63 5 2 1 Calling up a Job from Internal Memory SEARCH eee 64 5 2 2 Calling up Known Point in Internal Memory LIST 00 ee 65 5 2 3 Inputting Coordinate Manually 0 cece eee ceeeeceeeeceeceeeeseeseeeeeeeeaeeas 67 5 3 SETTING ORIENTATION oi csccscscsieds evattocovvesi eis
126. eflected by any object nearby with high reflectivity e When a distance measurement is triggered the EDM measures to the object which is in the beam path at that moment In case of temporary obstruction e g a passing vehicle heavy rain snow frog etc the EDM may measure to the obstruction e When measuring longer distance any divergence of the red laser beam from the line of sight might lead to less accurate measurements This is because the laser beam might not be reflected from the point at which the crosshairs are pointing Therefore it is recommended to verify that the R laser is well collimated with the telescope line of sight Please refer to 10 11 REFLECTORLESS EDM eDo not collimate the same target with the 2 total stations simultaneously E Accurate measurements to prisms should be made with the standard program infrared mode ES Red Laser Distance Measurement Cooperated with Reflective Foils The visible red laser beam can also be used to measure to reflective foils To guarantee the accuracy the red laser beam must be perpendicular to the reflector foil and it must be well adjusted refer to 10 11 REFLECTORLESS EDM C Make sure the additive constant belongs to the selected target reflector 3 2 EDM SETTINGS 3 2 1 Setting EDM Mode Choose distance measurement modes the measurement modes provided by the instrument are fine single fine 2 times fine 3 times fine 4 times fine 5 times fine repeat tracking
127. ent is influenced directly by the atmospheric conditions of the air in which distance measurement are taken In order to take into consideration these influences distance measurements are corrected by using atmospheric correction parameters Temperature Air temperature at instrument location Pressure Air pressure at instrument location Atmos PPM Calculated and indicated atmospheric PPM 28 STONEX R2 STONEX The calculating formula for atmospheric correction is as follows calculating unit meter PPM 273 8 0 2900 X Pressure Value hPa 1 0 00366 x Temperature value C If the pressure unit adopted is mmHg make conversion with 1hPa 0 75mmHg The standard atmospheric condition of R SERIES Total Station instrument e g the atmospheric condition under which the atmospheric correction value of the instrument is zero Pressure 1013 hPa Temperature 20 C CS If regardless of atmospheric correction please set PPM value as 0 OPERATIONAL STEPS OPERATION DISPLAY EDM Settings EDM Mode Tracking 4 gt In the screen of EDM setting press Reflect Prism 4 gt F1 Atmos to enter atmospheric Prism 30 0mm correction function ATMOS SET Atmosphere Data ni Retr Corr 0 14 The current settings display on the Temp 20C screen use navigation key 7 to move Pressure 1013 2 hPa Atmos PPM 0 PPM the cursor t
128. ent to determine the plan position heights and azimuth The average value of face I and face II measurements is called up to the computation process Easting and northing is determined by the method of least squares including standard deviation and improvements for HZ direction and horizontal distances The final height is computed from averaged height differences based on the original measurement The HZ circle orientation is computed by the original average face I and face II measurements and the final computed plan position OPERRATIONAL STEPS OPERATION DISPLAY Programs 1 3 Press F3 in Programs menu to Fi Surveying enter into Free Station function F3 F2 Stake Out F3 Free Station F4 COGO Free Station JF Setting Job Press F1 in Free Station menu to F2 Setting Limit set the job F1 F4 Start Select or set up a job Setting Job Input a job after input the details of nput a job after input the details of a JOB new job and press F4 OK Name Date 2011 06 18 Time 16 02 09 Notel Note 2 Setting Limit Input Limit Status onde The screen returns to Free Station F2 St dev X N 0 000 m St dev Y E 0 000 m St dev H Z 0 000 m St dev Ang 0 00 00 menu Press F2 to set limit 92 STONEX R2 Input the standard deviation After inputting one item and press ENT Input standard deviations
129. ents or download to PC A DOWNLOAD DATA 1 In the right window the specified data are transmitted to paths in PC that is to select 198 STONEX R2 drivers and document files Showed as the picture below stonex Data Exchange Manager GS STONEX File View Options Help x te fr COM1 000 SERIESWOBWobList 3 J a R2 SERIES 4 9 COMI 000 SERIES a JOB JobList A DEFAULT JobList 2 A 123 gt JobList 3 JobList Joblist 5 JobList 6 JobList 7 JobList 3 JobList JobList 10 B JobList 11 JoblList 12 JobList 13 D JobList 14 B JobList 15 obList 16 obList 17 4 99 My Computer 4 lt o ULGA B WINDOWS Documents and Settings Program Files System Volume Information 8 Recycled Ghost apos dosh Downloads FOUND FOUND 003 FOUND 004 2 On left window select job names and data type the known point measurement data code or road line data click right mouse button and choose Copy A stonex Data Exchange Manager File View Options Help x al Filter X COM1 000 SERIESWOBWobList 1 A DEFAULT MeasurementPoints 28 C a R2 SERIES 4 gt a COM1 000 SERIES 4 0 JOB a JobList A DEFAULT FixPoints 6 Jo 2 AA123 obList 3 JobList JobList 5 JobList 6 JobList 7 JobList 8 JobList 9 JobList
130. er has a harmful distance of 1000m 3300ft Beyond this distance the laser intensity is weakened to Class I Looking straight at the laser beam causes no harm to the eyes STONEX R2 STONEX 1 NOMENCLATURE AND FUNCTIONS 1 1 NOMENCLATURE take R2 as example in the full text Battery ON Battery Locking Lever Objective Lens Collimator Horizontal Tangent Display Horizontal Clamp Screw Leveling Screw STONEXR2 SS STONEN Telescope Grip Telescope Telescope Focusing Focusing Knob Knob gt Instrument Center Mark Eyepiece VerticalClamp Screw Vertical Tangent Plate Vial USB port and SD Port x s a G E a Tribrach Lock STONEX R2 STONEX 1 2 DISPLAY Power Switch Key ON G STONEX Model R2 Number RS4502 Versiond 11 06 29 Measure 1 4 PtID a amp R HT 1 500m CE HR o 0000 V 90 00 00 P P All Main Menu Confirm the battery enough shown on the display Replace it with another charged battery or charge it when battery level is low Refer to section 2 3 Battery Power Remaining Display The chart above is the display screen It is possible that local software versions are different from the basic version 1 3KEYPAD Cit takes R2 for example here STONEX R2 STONEX 1 Focus Actively measured field 2 Icons 3 Fixed keys Keys with firmly assigned functions 4 Alphanumeric key
131. er is required to take safety precautions and take everything under control within the distance that would incur dangers according to TEC60825 1 2001 The following shows the explanation related to the key sections of the Standard Laser instrument of Class 3R is applicable outdoors and in construction field measurement defining lines leveling a Only those persons who are trained with related course and authenticated are allowed to install adjust and operate this kind of laser instrument b Stand related warning symbols in the scale of use c Prevent any person to look straight at or use optical instrument to observe the laser beam d To prevent the harm caused by laser block the laser beam at the end of the working route When the laser beam exceeds the limit area harmful distance and when there are motivating persons stopping the laser beam is a must e The optical path of the laser should be set higher or lower than the line of sight f When the laser instrument is not in use take care of it properly The person who is not authenticated is not allowed to use g Prevent the laser beam from irradiating plane mirror metal surface window etc especially beware of the surface of plane mirror and concave mirror Harmful distance means the maximum distance between the start point and the point which the laser is weakened to a degree that doesn t harm people The internal EDM instrument equipped with a Class 3R III a Las
132. er the instrument is switched off e ON HZ Collimation is switched on OFF HZ Collimation is switched off If option Coll Crn is active each measured HZ angle is Coll Crn ON OFF corrected For normal operation the HZ Collimation remains switched on See 10 Check and Adjust for detailed instruction ON Sector Beep sounds at right angles 0 90 180 Sector Beep ON OFF 270 or 0 100 200 300 gon e OFF Sector Beep is switched off 50 STONEX R2 Beep ON OFF S STONEX The beep is an acoustic signal after each key stroke ON Beep switched on OFF Beep switched off HZ lt gt Right Ang Left Ang HZ Incrementation Direction Right Ang Set right HZ for clockwise direction measurement Left Ang Set left HZ for Counter clock direction measurement Face I Def VK Left VK Right Defines the telescope face I in relation to the position of the V circle Data Output Intern RS232 e Intern All data is recorded in internal memory RS232 Data is recorded via the serial interface With this aim a data storage device must be connected Auto OFF ON OFF e ON The instrument is switched off after 20 minutes without any action no key pressed V and HZ angle deviation lt 3 600cc OFF The instrument is switched on permanently Battery discharges quicker Min Reading The displayed angle format can be sel
133. es total station then press F4 Set to confirm the parameters setting After that it is very important to press ESC to back the main menu as follows before start transferring data 197 STONEX R2 STONEX Measure 1 4 PtID R HT 1 500 m HR 0 00 00 V 90 00 00 i l Main menu 2 DATA TRANSFER Data Exchange Manager allows user to download and upload data between Total Station and peripheral equipment such as PC The data that can be transferred contains measurement data coordinate data coding data and road line data Open data Exchange Manager showed as the graph below including two windows of left and right stonex Data Exchange Manager ate File View Options Help el x Fiter Ke wf COM1 000 SERIESWOBWobList 3 J a R2 SERIES a a P_ COM1 000 SERIES se WINXP C JOB amp SOFTWARE D B Jol amp WORK E Jo sw MYSELSF F s D Jo Jo Jo D Jo Jo i BD Jo Jo Jo D Jo Jo D Jo B Iahlistis n ii Ready NUM The left window displayed the COM port connected with Total Station Instrument and document files document information The right window displayed document files and document information of each driver in PC Users at the same time can set data types which need to display in Filter item Through data Exchange Manager one can transmit data conveniently upload to Total Station Instrum
134. ess Unit Code Rec GSI 8 16 Mask 1 2 EDM Settings EDM Mode Prism Atmospheric Data Grid Factors Signal Multiply Constant File Management Job STONEX R2 STONEX Known points Measurements Codes Initialize Memory Memory Statistic MENU P2 Adjustment V index Hz collimation Horizontal Axis VO Axis Cons list Inst Constant Tilt Parameter State Comm Parameters Baudrate DataBits Parity End Mark Stop Bit Data Transfer Data Send Job Data Format System Information Battery Date Time Version Type Number 1 10 AUTO POWER OFF If no key operation is done for the setting time 30 minutes the power turns off automatically STONEX R2 STONEX 2 PREPARATION FOR MEASUREMENT 2 1 UNPACKING AND STORE OF INSTRUMENT e Unpacking of instrument Place the case lightly with the cover upward and unlock the case take out the instrument e Store of instrument Cover the telescope cap place the instrument into the case with the vertical clamp screw and circular level vial upwards Objective lens towards tribrach and slightly tighten the vertical clamp screw and lock the case 2 2 INSTRUMENT SETUP Mount the instrument to the tripod Level and center the instrument precisely to ensure the best performance Operation Refe
135. essing LIST from the job and can also be input by pressing ENH For further information please refer to 5 2 Setting Station X2 For further information about various status please refer to 5 2 Setting Station X3 To start measurement in telescope position Il press F4 OK For detailed instruction about measurement in telescope position II refer to the following part In step to carry on more measurement the instrument provides backsight orientation with more points i e setting the backsight orientation through several known points in order to improve the accuracy of backsight azimuth This series of total station system provides a backsight orientation with a maximum of 5 points In orientation measurement backsight azimuth can be measured based on single face Tor II or dual face I II OPERATION Based on Face and Face IJ 71 STONEX R2 S STONEX OPERATIONAL STEPS OPERATION DISPLAY Input the first backsight PtID and Input PID reflector height and press ENT to enter into backsight ENT measurement function With Face I collimate on backsight point BS1 press F1 All F1 or F2 DIST F3 RECORD to or start orientation with coordinate F2 measurement F3 Press PAGE to display Page 2 of backsight measurement After measurement the screen displays Want More Measurement F4 Press F4 to confirm it 7
136. etes the last recorded data block which can be either a measurement block or a code block Deleting the last record is irreversible Only records recorded during measurement can be deleted OPERATION STEPS OPERATIONAL STEPS OPERATION DISPLAY Function 1 4 F1 Level F2 Target Offset Press FNC to enter into the F3 Delete Last Record F4 Main Settings Function menu 47 STONEX R2 Press F3 to delete the last record as shown on the right F3 Press F4 to confirm the deleting If not press Fl CANCEL the Measure program will return to function 4 4 MAIN SETTINGS S STONEX Sure delete final record CANCEL Measure P ID A2 RHT 1 500 m Ee HZ 0 00 00 gt 90 10 50 C I m RECORD This menu enables extensive user specific settings in order to adapt the instrument to their own requirements You can rewrite some important settings C You can also start this function by selecting Settings in Menu OPERATION STEPS OPERATIONAL STEPS OPERATION DISPLY Function 1 4 F1 Level Press FNC to enter into the F2 Target Offset Function menu and select Main IFNC F3 Delete Last Record Settings or press MENU and select F4 Maim settmgs Settings Setting 1 4 Press F4 to enter into Settings Contrast 4 4 gt TriggerKey O
137. ether the three steps of the adjustment and the collimation are right Then set again according to the requirement 2 If Index Difference still not meets the requirement after the repeated operation the instrument should be returned to factory for inspection and repair 13 7 TRANSVERSE AXIS ERROR COMPENSATION ADJUSTMENT As the transverse axis error only affects the angle of sight it can be only confirmed through observing the target the height of which is obviously lower or higher than the instrument To avoid the influence of sight axis user must have an associated adjustment before adjusting sight axis 184 STONEX R2 STONEX It is unnecessary to collimate the prism or the target plane to ascertain the transverse axis error Therefore user is enabled to launch this adjustment at any time Select a recognizable point which is rather far away from the instrument and much higher or lower than the instrument Make sure it can be precisely collimated twice STEP OPERATIONAL STEPS OPERATION DISPLAY Adjustment v Press F3 to Horizontal Axis in F1 V index 1 Adjustment function F3 F2 HZ collimation 2 F3 Horizontal Axis 3 F4 VO Axis Cons List 4 The screen shows as the right graph Collimate the Horizontal Axis 0 10 In Face I precisely collimate target target in lt Step 1 gt Front bliquity is 10 45
138. ew 2 After turning on the power zero the vertical index Lock the vertical clamp screw and the instrument should display the vertical angle value 3 Rotate the vertical clamp screw slowly in either direction about 10mm in circumference and the error message b will appear The vertical axis inclination has exceeded 3 at 182 STONEX R2 STONEX this time and exceeds the designated compensation range 4 Rotate the above screw to its original position and the instrument display screen will show the vertical angle again meaning that the vertical index difference compensation function is working Adjust If the compensation function is not working send the instrument back to the factory for repair 13 6 ADJUSTMENT OF VERTICAL INDEX DIFFERENCE I ANGLE AND SETTING VERTICAL INDEX O Inspect the item after finishing the inspection and adjustment of items in 10 3 and 10 5 Check 1 Power on after leveling the instrument Collimate object A in Face I and read the Vertical angle value L 2 Rotate the telescope Sight object B in Face II and read the Vertical angle value R 3 If the vertical angle is 0 in zenith i L R 3 6 09 2 If the vertical angle is 0 in horizon i L R 1 8 0 20r L R 5 4 O 2 4 If i gt 1 0 should set the Vertical Angle 0 Datum again Adjust OPERATIONAL STEPS OPERATION DISPLAY Menu 2 2 A F1 Adjustment 5 Press F4 to second page of Menu F4 F2 Comm
139. g Object for reference Sight the Telescope to bright place and rotate the eyepiece tube to make the reticle clear STONEX R2 STONEX Collimate the target point with top of the triangle mark in the coarse collimator Keep a certain distance between eye and the coarse collimator Make the target image clear with the telescope focusing screw yw If there is parallax when your eye moves up down or left right it means the diopter of eyepiece lens or focus is not well adjusted and accuracy will be influenced so you should adjust the eyepiece tube carefully to eliminate the parallax 2 7 INPUTTING MODE STONEX R2 Total Station has alphanumeric keypad Users therefore can input number and character directly R2 total station instrument will be introduced particularly as follows e R2 Each key of R2 Total Station Instrument is defined with three characters and one fig Numeric fields User can only enter numerical values By pressing a button of the numeric keypad the number will be displayed Alphanumeric fields User can enter numbers and letters By pressing a button of the alphanumeric keypad the input opens By pressing several times you can toggle through the characters For example A gt B gt C gt 7 If the sign is AB at the lower right corner of screen you can input number letter on the alphanumeric keypad If it is 01 you can only input numbers For any requirement for manually inp
140. gation keys or Enter key av Indicates that several pages are available which can be selected with PAGE I II Telescope alidade is at Face I or Face II gt Hz is set to left angle measurement or right angle measurement which is to circumrotate anticlockwise clockwise 1 8 ICONS Measurement mode icons Infrared EDM invisible for measuring prisms and reflective targets E R Reflectorless EDM visible for measuring all targets Eg Use reflective foils as reflective targets Battery capacity status icon STONEX R2 STONEX E The battery symbol indicates the level of the remaining battery capacity 80 full shown in the example Compensator status icons CE Compensator is ON E Compensator is OFF Character Number inputting mode icons O01 Numeric Mode AB Alphanumeric Mode 1 9 MENU TREE Menu gt F1 F4 is to confirm the selected menu Press PAGE to view the next page Menu tree may be different in the order of display MENU P1 Programs _ Surveying Stake Out Free Station COGO Tie Distance Area plan Remote Height Reference Line Arc Roads Construction by axes method Settings Contrast Trigger Key User Key V Setting Tilt Crn Coll Crn SectorBeep Beep Hz lt gt Face 1 Def Data Output Auto Off MinReading Angle Unit Dist Unit Temp Unit Pr
141. h item of coding attributes manually OPERATIONAL STEPS OPERATION DISPLAY 40 STONEX R2 STONEX Code Search 1 27 Select Input new code Individual code blocks can be Input the Search entered directly via keypad Once an coding Code item is finished press ENT to move attributes Desc the cursor to the next attribute X1 Infol Info2 LENTI RECORD A Press F1 RECORD to return A The code data being added to Measurements document to Measure function and set the 88 dw input coding as the code of the CODING SYS MESS present measuring point add a new coding datum to Measurements document X2 05 08 2006 11 29 41 B Press F2 ADD Besides Code search delete 1 2 returning to measure function and Search setting the input code as the code of Code Desc Infol will also be added to the code Info2 Info3 present measuring point a new code storeroom gt X3 C Press F4 OK only to set the Measure input code as the code of present measuring pointID and return to Pt ID Al P CODE STONEX measure function Only by starting RHT 1500m surveying can the input coding be A 63 40 50 saved into Measurements documents 94 33 51 I along with measuring operations X4 X 1 Press PAGE to edit view the other pages of t
142. he coding attributes X2 The added coding datum can be seen in Measurements of File Management X3 The added coding can be found in the code storeroom lt 4 Press OK to conclude the coding function the coding blocks are kept in the system temporarily and they can only be recorded together with the practical measurement point The settings of coding record in Settings or Main settings are save before and save after here explain separately as follows save before to save coding data before practical survey data save after to save the coding data closely after practical survey data Please inquire in Measurements document 3 3 5 Quick Code 41 STONEX R2 S STONEX Using the quick code function a predefined code can be called up directly via numeric keypad on the instrument The code is selected by entering a two digit number the measurement is triggered and the measured data and code saved A total of 100 codes can be assigned you may create codes with Codelist Manager provided by STONEX Company and transfer to the instrument Each code can be assigned a unique one or two digit number in the Codelist Manager If no numbers are allocated to the codes in Codelist Manager the code is selected in accordance with the order in which the codes were entered in the code list e g 01 gt first code in the code list 10 gt tenth code in the code list About the coding format
143. hich is different with the existing HZ Alignment data existing on the total station then the existing HZ Alignment data should be deleted before the new HZ Alignment is imported otherwise the instrument will appear Error data STONEX R2 STONEX 11 SEND RECEIVE DATA BY USB Before send data or receive data via USB port it is necessary to install a USB driver bl STONEX_USB Driver_setup exe e first Then please make sure peripheral equipment Such as PC and R2 have been connected via USB port the communication parameters on peripheral equipment and total station should be consistent absolutely After that power on the total station then run Stonex survey office software sum then double click to open the USB communication interface as follow ga STONE USB Commuication File Edit View USB Comm Help Such as Send CODE via USB Operating steps Button Display Menu First pres MENU then press F1 Data output IPAGEto display Page3 and then F2 Data Import F3 F3 USB Send data press the F3 to get into the USB F4 USB Receive Send data function Display the USB Send data Data output dialog press F1 to send CODE oe CODE F2 HZ Alignment VT Alignment data F1 174 STONEX R2 STONEX Data output Fl CODE Screen display prompt F2 HZ Alignment message USB initializing F3 VT Alignment USB Initializ
144. indicates as the right graph To cancel deletion press F1 to return Delete data are Deleted data No Revert to Initialize Memory menu user can select the job and data to be deleted Press OK this data has been deleted The program returns to Initialize Memory menu user can also go on selecting job and data to be deleted X1 DELETE Delete the selected data area ROAD Delete all Horizontal Alignment or delete all vertical Alignment or Delete all Alignment data CODE Delete all CODE data in internal memory CS After deleting the data can not be recovered therefore before operation be sure that the useful data have been downloaded or stored 6 6 MEMORY STATISTIC Displays the information of memory such as The amount of the stored known points The amount of the recorded data block measurement points codes etc The amount of jobs which can be used or still not determined OPERATIONAL STEPS OPERATION DISPLAY File Management 1 2 Fl Job F2 Known F3 Measurement F4 Code In File Management menu press PAGE to display Page 2 press F2 PAGE to enter into Memory Statistic F2 function dialog 167 STONEX R2 File Management 2 2 F1 Initialize Memory F2 Memory Statistic Memory Information Display the information of the Job internal memory Press F1 Station Known Pt LIST to d
145. ined unless it is required to compute dig and fill The method to define is similar to that of horizontal alignment Rules of alignment stake out data Offset left Horizontal distance between the left chainage and central line right Horizontal distance between the right chainage and central line Vertical Difference Left right vertical difference between left right chainage and the central line point 136 STONEX R2 STONEX Center line Ts Offset j 1 X j Ht Dift Offset aa O a a 520 Chainage Increment i i Fr p 580 Center line CET the process of stake out user should first stake out points on the central line then the featured points on both sides The method to stake out alignment is similar to that of point stake out with three methods available STAKE OUT OFFSET MEANING DIPLAY METHOD AHz Angle Offset Positive when Alignment S O 1 3 v stake out point is on the right of the PtID C100 0 0 i Polar Stake out present measurement point R Ht 2000m CF al 7 6195932 A Distance Offset Positive 127369m when stake out point is further away A aad Height Offset Positive when stake out point is higher RECORD ALOff Longitude Offset Positive Alignment S O 2 3 when stake out point is further away PtID C100 0 0 Orthogonal ATOff Latitude offset Intercrosses R Ht 2 000 m Baden he i ee pak h ALOff t 58 5
146. ing Code Send Transfer USB A PCODE DAT this time the screen shows the Sending x 20 Start sending encoded data At number indicates the number of records being sent ePress F4 BACK key to terminate data transmission operations return Menu page 3 4 The above are the operations on the total station after choose CODE data in step you need to choose Download COED Data M function in STONEX USB Communication software Then the download process begin as Step show pen a ga STONEX USB Commuication File Edit view USB Comm Help TPSCodeList1 1 USB Parat Ctrl T HEADER VERSI Download Measured Coord Data P Ctrl P SYSTE DEEE Ctrl M END HEADER Download HZ Alignment Data N Ctri N DEFINITIONS ownload ignment Data N Ctrl CODEL Download VT Alignment Datat Ctrl V Upload CoordinateZ Ctrl Z Upload Code Ctrl V Upload HZ Alignment Data amp o ctrl y Upload VT Alignment Data o ctrl 0 For example Receive HZ Alignment via USB Operating steps Button Display Press Menu then press PAGE Menu 3 4 to show the Menu Page3 4 and then Fl Data Output press F4 to find USB receive F2 Data Import F4 F3 USB Send Data F4 USB Receive function 175 STONEX R2 Display USB Receive function USB Receive press F3 to receive HZ Alignment Fl KnownPt data F2 Code F3 F3 HZ Alignment VT Alignment
147. ion F2 F2 Inverse Inverse Input PtID of one known point and Input PtID1 From press ENT to move to next item To X1 ENT SEARCH Inverse Input PtID2 Promi Input the PtID of another known point and press ENT ENT 100 STONEX R2 STONEX Inverse Result Point 1 21 Point 2 22 Press F2 CALC to display the F2 AZ 7 90 00 00 result aai 10 000 m A 10 000 m Al Inverse To record the result press F4 From To quit the result menu press ESC to To proceed to the next Inverse function X1 There are four approaches to obtain the known PtID Please refer to Step of the last section 5 8 1 1Traverse 5 8 2 Intersections 5 8 2 1 Bearing Bearing The known data P1 The first known point P2 The second known point a 1 Direction from P1 to P3 a 2 Direction from P2 to P3 The unknown data P3 COGO point 101 STONEX R2 OPERATIONAL STEPS OPERATION In COGO Main Menu press F2 S STONEX DISPLAY COGO Main Menu Fl Inverse amp Traverse F2 Intersections F3 Offset F4 Extention Intersections F1 Bearing Bearing F2 Bearing Distance Distance Distance By Points Bearing Bearing Input data Point 1 AZ Point 2 AZ SEARCH Bearing Bearing Input da
148. isplay information of Meas Rec other job in internal memory one by one File Management 2 2 Press F4 OK or ESC to return to the Page 2 of File Management F1 Initialize Memory F2 Memory Statistic 7 COMMUNICATION SETTING To communicate data between computer and instrument you must set communication parameters Comm Parameters Baudrate 19200 4 DataBits 8 4 gt Parity None 4 End Mark CR LF 4 gt Stop Bit 1 SET BAUD RATE The optional Baudrates are as follows 1200 2400 4800 9600 19200 38400 57600 and 115200 BIT SECOND DATA BITS 7 Data will be transmitted by 7bits As setting Parity check it is set as 7 bit 168 STONEX R2 STONEX automatically 8 Data will be transmitted by 8bits The parity is set as none automatically PARITY Even even check Odd odd check None None verify If set data bit as 8 END MARK CR LF Carriage return and line feed CR Carriage return STOP BIT 1 To be fixed as1 OPERATIONAL STEPS OPERATION DISPLAY Menu 2 2 A In MENU press PAGE to Fl Adjustments 5 display Page 2 and press F2 to enter PAGE F2 Comm Parameters 6 into the dialog of setting F2 7 Lem a In the dialog of communication Comm Parameters parameters setting by Bandrate ts bid Data Bits 7 gt pressing lt D Q gt to select each item And lt 0Q gt Parity None 4 gt
149. ist in internal memory or the code quantity in internal memory is smaller than the code it will display Code no Exist X2 X 1 Even if only 1digit is dispatched to the coding in code block manager 2 digit numeric code should be inputted E g 4 gt Input 04 X2 If the code is input on the instrument or the code has not been dispatched a quick code in code block manager the code will be numbered in its save sequence therefore as the input quick code is bigger than the total number of codes the program will prompt Code no Exist 4 FUNCTIONS Several functions can be called up via FNC key C Functions can also be started directly from different applications Ce Each function from the FNC menu can be assigned to the USER key See 4 4 Main Settings Several functions Light ON OFF Switches display light on off Units Display the current distance and angle unit Pressing lt 4 D or O gt can change the units N E A After one setting is finished move to the next by pressing v or When all settings are done press SET to save and return Free Coding Select codes from the code list or enter a new code 43 STONEX R2 STONEX 4 1 LEVELING As the tilt sensor is activated automatic correction of vertical angle for unlevelment is displayed To ensure a precise angle measurement tilt sensor must be activated See 4 4 Main Settings and the display can b
150. l Stake Out PtID Type R HT AXIN AYI E AH All RECORD Stake Out PtID Type R HT AXIN AYIE AH 6 4 gt Meas 2 000 m 2 785 m 2 698 m 0 396 m All RECORD Stake Out PtID Type R HT AXIN AYI E AH Meas 2 000 m 0 000 m 2 698 m 0 396 m All IRECORD 88 STONEX R2 Northing the prism on N direction until AX N displays 0 m When AX N is positive it means the stake out point is further Move the prism further from the station When AX N is negative move the prism closer to station When both AY E and A X N display 0 m it implies that the current prism point is the stake out point A H means the fill dig data AH is positive To fill The value is the height to fill AH is negative To dig The value is the depth to dig Stake out of point is finished Continue to select the next point to be staked out Or call up the existed PtID in the job via Pt Search function 5 6 5 B amp D Stake Out PUD Type R HT AXIN 6 4 Meas 2 000 m 0 000 m AYI E 0 000 m AH 0 396 m All RECORD Stake Out PtID Type R HT AXIN 6a Meas EI 2 000m 0 000m AYIE 0 000m I AH 0 396 m All RECORD Stake
151. lly shift the line press F4 Ln F4 1 and press F3 ShiftL F3 Of H IRECORD 147 STONEX R2 STONEX Shift the Line Defining new Site Input the shifting value to shift the Input shifting line After inputting one item press value ENT to move to next item After R_Shift 0 000 m F_Shift 0 000 m finishing inputting all items press F4 ENT POE P Up_Shift 0 000 m OK OSET REVERS OK To set all shifting value to zero press F4 OSET to reverse the site and press REVERS AS BuiltCheck 5 After rebuild site return to AS BuiltCheck Jor Stake out screen RECORD 5 13 3 As Build Check This function shows you the line difference offset and the height difference of a measured point in relation to the line OPERATIONAL STEPS OPERATION DISPLAY AS BuiltCheck Input PtID OInput PtID to be measured and prism R Ht height ENT ShiftL Collimate the prism center press AS BuiltCheck F2 DIST to start measurement the PuD 3 R HT 1 500 screen will display longitude latitude im and the height difference between the F2 Ln 2 259 m target point and line Meanwhile the ve 0 257 m a H 1305m LAK
152. mate it press PtID C100 0 0 a F2 DIST to start measurement and R HT 2 000 m CI o0 00 00 calculate the stake out factor offset F2 between prism point and stake out point Arrowhead direction is the direction the prism is to move Move the prism forward or backward according to arrowhead until ai shows a distance value of 0 m e Arrowhead s meanings To move the prism toward to the measurement station t To move prism further away from the direction of measurement station In the process of stake out if fine r or 10 369 m 2 364 m C I RECORD Alignment S O 1 3 PtID R HT C100 0 0 2 000 m v i iza 00 00 00 0 000 m 2 364 m IRECORD I 140 STONEX R2 STONEX tracking measurement mode is selected the factor offset of between prism point and stake out point can be displayed at real time which is of great convenience 11 As both AHz and AS reads Alignment S O 1 3 v 0 it means that the current prism point PtID C100 0 0 7 is the stake out point A ull shows RH T 2 000 p ode ail 00 00 00 Q t t t Sane AA 0 000m Means it needs to dig The value is 2 364 m I the depth to dig RECORD t Means it needs to fill The value is co height to fill 12 After one point is staked out press Alignment S O F4 to display Page 2 of soft keys P4
153. measurement toleration X 1 After F4 Dist R1 R2 Meas Tol entering one setting press ENT to move to the next item Press F4 to return to Hidden Point menu after finishing all the settings Enter the point ID of the first Input PtID1 Hidden Point reflector collimate the reflector and Meas first prism press FI All or F2 DIST FI Pt ID i 0 00 00 F3 RECORD to start measurement Or F2 XK 87 40 00 F3 Ieper ene Hidden Point Enter the point ID of the second Meas second prism reflector collimate the reflector and F1 Pt ID 0 00 00 press F1 All or F2 DIST Or F2 XK 87 40 00 F3 RECORD to start measurement F3 SEARCH 57 STONEX R2 Displays the result If the result is unsatisfied press F4 to repeat step to redo the measurement Press Fl FINISH to save the result and to quit this function F1 Hidden Point Pt ID Desc X N Y E H Z 98 021 m 96 247 m FINISH IREMEAS D If the result exceed the measurement tolerance value it will display the Over Limit Press F1 Accepts the limit and displays the coordinate of hidden point F4 Return to step to redo the measurement Hidden Point Over Limit Limit Diff ACCEPT
154. ment based on current area measurement the existed record 120 Point number counts from STONEX R2 STONEX 5 11 REMOTE HEIGHT MEASUREMENT REM If the prism cannot be put at the point to be measured user can firstly collimate base prism below it and measure the horizontal distance Then collimate the remote point to calculate the vertical difference 1 Target point remote point 2 Height difference 3 Slope distance 4 Base point Known prism height Example prism height h 1 500m OPERATIONAL STEPS OPERATION DISPLAY Programs 1 3 Surveying Stake Out Free Station In Programs menu press PAGE to COGO turn to Page 2 and press F3 to start IPAGE Remote Height measurement F3 Programs 2 3 Fl Tie Distance 1 F2 Area Plan 2 F3 Remote Height 3 F4 Reference Line Arc 4 121 STONEX R2 Set job measurement station and backsight orientation and press F4 to start area measurement As the method of setting job station and orientation have been introduced previously it will not be repeated here Input PtID of base point and press Input base PtID ENT ENT Input the known prism height Here take h 1 500 for example and press Iput 500 ENT ENT Collimate the prism center and press F1 All or Fl DIST F2 F1 RECORD to start measurement The OrlF2 position of the base point
155. n 1 1 shows that first point was measured in telescope position I 1 II shows that first point was measured in telescope position II 1 1 II First point measured in telescope position I and II 5 3 3 Displaying Residuals AHz In the picture 1 is actual measurement point 2 is design point 74 STONEX R2 STONEX Orientation Residuals BsPt BS1 4 gt 0 00 02 0 005 m 0 003 m Aal Height correction As Correction of the horizontal distance AHz Correction of HZ angle SIGNIFICANT INFORMATION CE If the orientation is only measured in telescope Face II the HZ orientation is based on telescope Face II If measured only in telescope Face I or mixed the HZ orientation is based on Face I C The prism height may not be changed during measurements in the first and second telescope position CS Ifa target point is measured several times in the same telescope position the last valid measurement is used for the computation CE Tf no orientation was set and an application was started and if in Measure All or REC was triggered then the current HZ direction and V angle are set as orientation 5 4 APPLICATIONS Introduction Applications are predefined programs that cover a wide spectrum of surveying duties and facilities daily work in the field Applications listed as follow are available e Surveying e Stake Out e Free Station e COGO Tie Distance e Area Plan Remote Height
156. n existed PtID X2 A If there is a unique PtID in the job the screen will enter into backsight measurement menu B If there is more than 1 point with the same ID user is requested to select one data among them C If there is no such a PtID in the job user is requested to input the data of the point 70 Known Pt 1 2 v Bs Pt i R HT 1 860m EA HZ o 00 00 90 00 00 Pt Search BS1 12 23 Pt Search 1 3 Job PUD STONEX BS1 More Job Select Job input Pt Coord FIND OSET ENHI LIST STONEX R2 Collimate Backsight Point 1 press KnownPt 1 2 F1 Al or F2 DIST to start F1 Bs Pt BS1 measurement of orientation with or R HT 1 860 m EI l HZ 0 00 00 coordinate F2 90 00 00 C EDM change the EDM setting F3 After each measurement you will be asked whether you want more measurement Press OK to return to measurement menu and start another F1 Want More Measurement measurement Press CANCEL to enter into Orientation Result menu 3 CANCEL Orientation Result No Pts 1 Displays the orientation result Station 1 Hz Cor 0 00 00 St Dev 0 00 00 IRESID OK X1 Orientation coordinate can be selected directly by pr
157. n in a certain job Or all points of all measurement stations i e all measurement data in this job Here take viewing all measurement data in job as an example OPERATIONAL STEP 158 STONEX R2 STONEX OPERATIONAL STEPS OPERATION DISPLAY File Management 1 2 v In File Management menu press 8 p Fl Job 1 F3 to enter into point measurement F3 F2 known points 2 function F3 Measurements 3 F4 Code 4 F1 F2 F3 F4 The system takes the current job View Measurement name as the default job to view To Job 2222 examine the other measurement data ENT Stn Pt input the job name and press ENT PtID F4 View All Meas Value to move to station point item LIST VIEW The examination scope defaulted in View Measurement this system is all measurement stations Job ob in the job to be examined as the Stn Pt right graph shows Therefore to view PtID ea F4 View All Meas Value all measurement data in job just press F4 VIEW LIST The screen displays various 1 Oy measurement information starting Para Sys ness with the first data in job 1 on the 2011 06 21 14 44 12 upper right corner of screen represents that this point is the first data in job 1 3 159 STONEX R2 STONEX
158. n shows as the right Input HZ picture and presents whether to set horizontal angle to zero If yes press ENT e008 01 F4 OK and return to measure function To renew settings press F1 CANCEL to return to horizontal DELETE angle setting function Press OSET Hz Settings F1 Setting Hz 0 F4 CANCEL 34 STONEX R2 Return to measure function the horizontal angle set just now is displayed here takes setting zero as an example K4 3K5 Measure PtID RHT HZ 1500m EE 0 00 00 90 00 00 Z X 1 If there is something wrong in inputting press lt 4 D to move the cursor to the place needed to modify or press F3 CLEAR and input the correct one X2 If an error numerical value is inputted such as 70 and screen do not response the inputting a reasonable numerical key has to be pressed X3 If the angle unit is degree minute and second as part of degree is finished you need to press gt to move the cursor to the next inputting area or X4 The setting of horizontal left angle right angle may be finished in Main Settings Refer to 4 4 Main Settings X5 For vertical angle setting it can also be finished in Main Settings Refer to 4 4 Main Settings 3 3 2 Setting the Instrument Height and Prism Height
159. n the curve turns to left the radius value is minus The arc length can not be negative OPERATIONAL STEPS OPERATION Press SPRIAL key in the HZ DISPLAY BZ Alignment Type Chain 100 000 m Alignment Type menu to define spiral F3 AZ 0 00 00 IPOINT Input the Define HZ AL Enter the radius and arc length of the radius and Type Radius spiral Press ENT to record the data arc length of ArcLen spiral ENT PREV Press F2 NEXT the program Define HZ AL displays Save Edit Alignment If yes press F4 OK To re edit it F2 Save Edit Alignment press F1 CANCEL Press F4 to store this alignment and return to alignment main menu and displays chainage of end point of the spiral and azimuth of this point CANCEL BZ Alignment Type Chain 111 000 m AZ 80 20 14 Point Clothoid parameter AZ Clothoid parameter Al Previous PT Next PT Press POINT in HZ Alignment Type menu to define point A point element consists of 129 STONEX R2 STONEX coordinate radius and spiral factors Al and A2 Radius Al and A2 can not be negative As radius is entered an arc with specified radius inserted between current point and next point As spiral factors Al or A2 are entered a curve with specified length is inserted between line an
160. nt name press SEARCH Traverse PUD 2 AZ om H Dist Offset MEAS LIST CALC ENH B Press LIST call up PtID from Job Pt Search 1 2 11 15 21 C Press ENH to input the PtID to be calculated and coordinates Traverse Job PUID X N Y E H Z D Press All or DIST RECORD to start measurement COGO Measurement gt b X 2000m EI 38 20 06 20 00 05 97 STONEX R2 As all the known PtIDs have been input press ENT to move to the azimuth item and continue inputting After finishing all inputting press F2 to compute the result If this point needs to be staked out input the PtID press F1 STAKE X 1 If it only needs to record the data just press F4 2X2 Here take staking out as an example Input PtID F1 new As the program displays Record new point press F4 OK to store new points in Job and start staking out If you press F1 CANCEL stake out is started without storing the data It is a must to name the calculation result for COGO so as to start staking out cCollimate the prism center input prism height or the H Z if needed Press F2 DIST to start measurement If some more points are also needed to be staked out and as cursor staying on PtID item press DO to select 3 F2
161. nter U Disk Mode F1 E U Disk Mode The screen displays Connected ei Connected to PC to PC Then Transfer and edit data files can be done on computer Run My computer there are two disks for R2 one is internal memory of R2 Local disk I for example the other is the removable disk H which is carried by the SD card inserted 177 STONEX R2 STONEX z My Computer E File Edit Yiew Favorites Tools Help Q a amp j Search Folders E Address 4g My Computer x Files Stored on This Computer System Tasks View system information Gad Shared Documents o Add or remove programs gt change a setting Hard Disk Drives eee i Local Disk D CP My Network Places My Documents O Shared Documents Local Disk E Sp Local Disk F Control Panel 3 Local Disk I Ci My Computer 5 m System Folder Devices with Removable Storage x A DVD RAM Drive G Other Places Details Removable Disk H Double click disk I or removable disk H example local disk I select the file you want to edit right click the mouse in the pop up menu select Copy See picture below Local Disk I File Edt View Favortes Tools Help Qu BD Ph frades Fi Address i I4 File and Folder Tasks rry a rry ina Hailie iss eye i Rename this file By Move this fle _ ee A Copy this
162. ntersection cannot be calculated 2 As the fill dig value of calculated point is zero therefore the fill dig value is not displayed 5 13 CONSTRUCTION SITE STAKE OUT This application allows defining a construction site by combining set up of the instrument along a construction line measuring and stake out points related to the line After activating the application you have 2 options a New construction site b Continue with previous site skips set up 5 13 1 Defining New Construction Site OPERATIONAL STEPS 144 STONEX R2 STONEX OPERATIONAL STEPS OPERATION DISPLAY Programs 3 3 In Program Page 3 3 press F2 to F1 Roads enter into Construction function F2 F2 Construction Set Job Setting Job Fl 1l job fi internal F1 call up a job from interna Job memory Name F4 Set the file selected by the Date 2011 06 21 PE Time 09 50 28 navigation key as the current job LIST OK Displays the menu of Construction Construction To re set a new job press F1 Fi Setting Job To set EDM press F2 F2 EDM Setting F3 Defining new Site To set a new site press F3 F3 F4 Skips set up To adopt the site set previously press F4 Here take setting a new construction site for example press F3 Defining new Site Input the Start PtID of construction Input start Sigh
163. ntre of the target plate and then inspect the position of the red laser dot on the target plate Generally speaking the red spot cannot be seen through the telescope so look at the target plate from just above the telescope or from just to the side of it 190 STONEX R2 STONEX If the spot illuminates the cross the achievable adjustment precision has been reached if it lies outside the limits of the cross the direction of the beam needs to be adjusted If the spot on the more reflective side of the plate is too bright dazzling use the white side instead to carry out the inspection 13 12 TRIBRACH LEVELING SCREW If the leveling screw appears flexible adjust the two adjusting screw in the leveling screw to tighten the screw appropriately 13 13 RELATED PARTS FOR REFLECTOR 1 The Tribrach and Adapter for Reflector The plate vial and optical plummet in the adapter and tribrach should be checked Refer to Chapter 10 1 and 10 8 for more information 2 Perpendicularity of the prism pole As illustrated in Chapter 10 8 mark on Point C place the tine of the prism pole on the Point C and do not move during the inspection Place the two feet tine of Bipod on the cross lines of Point E and F Adjust the two legs e and f to make the bubble on the prism pole centered Set and level the instrument on Point A near the cross Sight the tine of Point C with the center of reticle and fix the Horizontal Clamp Screw Rota
164. o Temp item BACK PPM 0 Atmosphere Data Input t t 1 Input 2 lopok tapsime vals niput 26 Retr Corr 0 14ATUR e g Input 26 C press ENT to move Temp 26 C the cursor to Pressure item ENT Pressure 1013 2 hPa Atmos PPM 0 PPM BACK PPM 0 SET 29 STONEX R2 STONEX Input pressure Atmosphere Data e g input 1020 hPa and press ENT Input 1020 Retr Corr 0 14 the atmospheric correction value will Temp 26C be calculated by the procedure the ENT Pressure 1020 0 hPa Atmos PPM 3 PPM cursor will move to the refraction modulus X1 2X2 X3 X4 BACK PPM 0 SET EDM Settings After finishing setting press F4 t F4 After finis ing setting press F4 to F4 EDM Mode save and return to the previous menu F3 here press F3 SET again to save the Prism setting and return to measure function ATMOS X 1The inputting scope Temperature 40 60 C step length 0 1 C or 40 140 F step length 0 1 F Air pressure 420 799 5 mm Hg step length 0 1 mm Hg or 560 1066 hPa step length 0 1hpa 16 5 31 5 inchHg step length 0 1 inchHg 3X 2 Please refer to 2 7INPUTTING MODE for inputting instruction X3 The atmosphere correction value will be calculated by the instrument according to the inputted temperature and pressure value gt lt 4 Press F3 PPM 0 to
165. o install the driver for USB first in the smaller CD together with this 203U cable Data communication software main menu a Stonex cx xB Data Exchange Manager Coordinate Editor O ih Road Line Editor TO DXF Gsi To Dxf USB Communication 1 SETTING COMMUNICATION PARAMETER 196 STONEX R2 STONEX Before data transfer please make sure peripheral equipment such as PC and Total Station have been connected already Open Data Exchange Manager click Option then Communication Setting the screen shows as below Communication settings Current Selection Port comi Instrument R2 SERIES Settings Baudrate 19200 gt Databits 8 Parity NONE v Endmark ARN Stopbits la CANCEL Select the peripheral equipment Port in Current Selection which connected with Total Station and the model of the Total Station Set the communication parameter in Settings column Baudrate Databit Parity Endmark and Stopbit The communication parameter must be consistent with the Comm Parameter of Total Station Press OK to preserve setting and exit Default communication settings with which Total Station R series connect with peripheral equipment are as follow Model Baudrate Databit Parity Endmark Stopbit R2 R5 R7 19200 8 NO CRLF 1 Note Press Menu PAGE F2 Comm Parameters to set the above paramenters on R2 seri
166. ode View Del 1 2 Find Code Desc Infol Infol DELETE CLEAR As the code to be deleted occurs press F4 DELETE A If the code to delete is found by lt DQ gt then after this code was deleted the cursor located displays the next coding information B If the code to delete found by inputting code name then after this code was deleted at bright black place displays none If there are several codes with the next the same name coding information will be displayed Code View Del 1 2 Find CODE Desc Infol Infol Code View Del 1 2 Find CODE Desc Infol Infol Infol PATH 2 6 5 INTIALIZING INTERNAL MEMORY Deletes jobs single data areas of a job or all data OPERATIONAL STEPS OPERATION In File Management menu press PAGE to display Page 2 and press F1 to enter into Initialize Memory function dialog PAGE F1 DISPLAY File Management 1 2 Fl Job F2 Known Points F3 Measurements F4 Codes F1 F2 File Management T 2 2 A Fl Initialize Memory 5 F2 Memory Statistic 6 neh ie 166 STONEX R2 Select the job to be deleted press ENT to move to data item Press lt D G gt to select the data types to be deleted in job Job measurement value and known point are selectable Press F4 DELETE The program Initialization
167. oint 2 is set as starting point of a new missing line New point Pt2 must be measured F4 RADIAL Switch to radial method 5 9 2 Radial A B A C 116 STONEX R2 STONEX Hz 0 00 00 distance C Inclined a gt Az1 B Inclined I B distance Inclined distance 1 A OPERATIONAL STEPS OPERATIONAL STEPS OPERATION DISPLAY Tie Distance Select Tie Distance and press F2 to Select Method take Radial for example F2 F1 Polygonal A B B C F2 Radial A B A C New Pti 1 2 New Ptl R HT Set central Set PtID of Central Point 1 and oe and Ht prism height of that point XX 1 New Pt2 1 2 Set end PtID New Ptl Set PtID of end Point A and prism and R Ht height 117 STONEX R2 STONEX Display result of Tie Distance Tie Result 1 2 A i The horizontal distance NewPtl between Central Point 1 and Point A NewPt2 A The slope distance between Central Point 1 and Point A Aal The vertical distance between Central Point 1 and Point A Slope The slope between Point A and Point B Tie Result 2 2 NewPtl AZIMUTH The azimuth between NewPt2 central point 1 and point A 173 12 53 X 1 There are many ways to set point names please refer to the last section 5 9 POLYGONAL Softkeys radial method F1 NewPt1 Determine new central point F2 NewP
168. oint is indicated in a longitudinal and transversal element 1 Actual 2 Point to be staked out Meaning of several offsets in process of orthogonal stake out ALOff Longitudinal offset Positive if the stake out point is further away ATOff Transversal offset perpendicular to line of sight Positive if the stake out point is to the right of measured point OPERATIONAL STEPS OPERATION DISPLY Press PAGE Orthogonal Stake Out and select the to turn to Page 2 point to be staked out You can also call up the point to be staked out by inputting the PtID in Pt Search function in Page 1 PAGE Stake Out PUD Type R HT Meas 2 000 m AL Off AT Off AH All DIST 85 STONEX R2 amp pPress v to move to R HT item and oO input the prism height Input prism height Collimate the current prism press F2 DIST to start measurement and calculate the stake out factor offset between the station point and stake out F2 point The arrowhead shows the direction move the prism Move the prism northing or southing according to the arrowhead until the AL Off displays 0 m e Arrowhead means Southing the prism to the station F Northing the prism to the station In Stake Out program if Fine r or Tracking is selected then the factor difference between prism point and stake out point can be di
169. on The screen displays a dialog showed as the right graph To return to the previous menu press F1 VIEW Input PtID and coordinate of the new known point then press ENT After finishing inputting press F4 SAVE to finish adding known points and store after the known points existing in the file If the PtID input exists in internal memory the program calls up the coordinate of this point To store it with the other PtID press S to move to the PtID item and re input the PtID To input new coordinate without changing PtID press F4 SAVE The screen shows as the right graph To overwrite the known data press F4 OK To re input PtID press F1 CANCEL STONEX DISPLAY View Known Pt Job A 2222 PTS Pt ID 1 4 gt X N 100 000 m Y E 100 000 m 90 000 m EDIT DELETE ADD Input Known Pt Job A 2222 PTS PtID X N Y E H Z VIEW Input Known Pt Job A 2222 PTS PtID X N Y E H Z 100 000 m 100 000 m 100 000 m SAVE Input Known Pt Pt exist Want to cover the data After finishing adding a known point the program automatically add 1 1 to the PtID and continues to input other known points as shown in the right graph To quit this program press ESC to return to last menu 156 Input Known Pt Job A 2222 PTS Pt ID
170. or Job Stn Pt Press F1 LIST to call the job from lt gt PHD internal memory Then press ENT to F4 View All Meas Value move to the next inputting area LIST 160 STONEX R2 QaAll searching conditions are based on the premises of measurement stations So the name of measurement stations input here can be a concrete pointID or pointID with wildcard X1 A The system defaults wildcard i e all measurement stations B Input an existing PtID and press ENT View Measurements Job Stn Pt PtID F4 View All Meas Value View Measurements Job Stn Pt PtID F4 View All Meas Value Displays searching result which relies on the settings of job name measurement station name and PtID X2 X3 A Ifthe pointIDs that are qualified to searching conditions have been found they will be displayed on the screen according to their saving sequence Press navigation key D gt to view one by one B If not find the PtID qualified to searching condition just return to View measurements main menu Press F4 FIND to return to View Measurements menu To return to File Management menu press ESC 161 Measure OCC1 248 23 50 51 18 50 2011 06 21 14 44 52 View Measurements Job StnPt PUID F4 View All Meas Value
171. or from 100 5 to 100 005 gon a Permanent beep sounds As shown in the picture below IN GRAPH 1 No beep 2 Fast beep interrupted 3 Permanent beep 3 3 4 Coding Codes contain information about recorded points With the help of coding points can be assigned to a particular group simplifying later processing More information on coding can be found under File Management The operational steps of simple coding 1 Move the cursor to the Code column 2 Input coding name 3 Press All to start distance measure and record the coding and measurement data together Press Code to search inputted coding and modify the attributes OPERATIONAL STEPS OPERATIONAL STEPS OPERATION DISPLAY Measure PtID Al Press PAGE to display measure PAGE Code CODING RHT 1 500 m page of 3 4 and move the cursor to HZ 63 40 50 Code item F4 94 33 51 37 STONEX R2 Measure Pt ID Input the code and press F4 to Code STONEX EJ i RHT 1 500m display the second page soft key here Input the code HZ 63 40 50 the single coding being input will not 94 33 51 I be enlisted in code storeroom F4 A Press All Measure 3 4 A Press Fl Al to start measurement save all data of the i n Pt ID i coding and measurement into job Code STONEX EJ X1 RHT 1 50
172. orizontal Plane Vertical Angle 27 STONEX R2 Greener reeee Oblique Distance S STONEX NOTE The atmosphere refraction modulus of this instrument has been set as K 0 14 It also can be set shut 0 VALUE OPERATIONAL STEPS OPERATION In EDM Settings screen press F1 F1 Atmos to enter atmospheric correction function The current settings displays on the screen nput refraction modulus E g input 0 2 and press ENT moving the Input 0 20 cursor to Temp item X1 X2 ENT As the settings are finished press F4 to store and return to the previous menu here you have to press F4 F3 SET to save settings and return F3 to measure function DISPLAY EDM Settings EDM Mode Reflect Prism Tracking 4 gt Prism 4 gt 30 0mm ATMOS Atmosphere Data Retr Corr Temp Pressure Atmos PPM 0 14 20 C 1013 2 hPa 0 PPM BACK SET Atmosphere Data RetrCorr Temp Pressure Atmos PPM 0 20 20 C 1013 2 hPa 0 PPM BACK SET EDM Settings EDM Mode Reflect Prism Tracking 4 gt Prism 4 gt 30 0mm ATMOS X1 The inputting scope of refraction modulus 0 00 SHUT 0 20 X2 please refer to 2 7 INPUTING MODE for inputting instruction Atmospheric Parameters ppm Distance measurem
173. p ENT Press F2 CALC to display the result To stake out this point input new PtID and press F1 to start staking out gt lt 2 F2 To save the data press F4 To quit the result menu press ESC to return to data inputting menu and LIST Distance Offset Input Baseline Point 1 20 Point 2 21 Input Pt Offset OffsPt wee wee e MEAS CALC SEARCH 1 Distance Offset Input Baseline Point 1 20 Point 2 21 Input Pt Offset OffsPt 8 ABI MEAS CALC SEARCH I COGO New Point New Point X N 40 000 m Y E 40 000 m 109 STONEX R2 re input the data STONEX X1 There are four methods to input the known PtID Please refer to step of the last section 5 8 1 1Traverse 3X2 The stake out operation of is similar to that of Traverse which has been introduced previously Please refer to 5 8 1 1 Traverse 5 8 3 2 Point Offset P1 The known data P1 P2 a The unknown data P3 P2 Baseline start point Baseline end point Difference in length abscissa HD Lateral deviation ordinate Offset Lateral point OPERATIONAL STEPS OPERATION DISPLAY Press F3 in COGO Main Menu and press F2 in Offset menu to enter into Point Offset function Define the baseline first COGO Main Menu Fl
174. ple Press Fl CANCEL if it is not to be deleted 5 12 4 Defining Vertical Alignment A vertical alignment consists of a series of intersections including a chainage height and curve length The length of start point and end point must be zero a Chainage 1000 1300 1800 2300 Height 50 70 60 90 Curve length 0 300 300 0 Intersections can be entered in any order After entering one point data press ENT to save it and go to next inputting screen Press ESC to quit without saving OPERATIONAL STEPS OPERATION DISPLAY In Road menu press F4 to enter Roads into Road menu As the method to set F1 Setting Job 1 job station and orientation have been F4 F2 Setting Station 2 F3 Set Orientation 3 F4 Start 4 introduced here introduced they are not to be 133 STONEX R2 STONEX Roads Fl Define HZ Alignment Press F2 to enter into Define VT F2 F2 Define VT Alignment Alignment function Sele Cures n E E E Define VT AL 1 0 Input chainage height and curve Chain Om length and press ENT H Z 12 000 m The curve length of start point and end Length 0 000 m point must be zero IPREV Press F2 NEXT the procedure Define VT AL displays Save Edit Alignment If yes press F4 OK To re edit it F2 Save Edit Alignment press F1 CANCEL
175. please refer to appendix A OPERATIONAL STEPS OPERATION Collimate the prism center of the target point and input pointID and prism height press PAGE to display measure page of 3 4 press F4 to display the third page soft key Collimate to the target point Input RHT PAGE F4 PtID Measure Pt ID Code RHT HZ DISPLAY Al CODING 1 500 m 63 40 50 94 33 51 Press F2 Q CODE to start quick code function Screen prompts Q code active and then return to measure page of 3 4 CSpress F2 again and shut Q CODE function F2 The serial number of the input quick coding in internal memory is a 2 digit number X1 Input the serial number of Q CODE Measure Pt ID Code RHT HZ Q code active Al i 1 500 m 63 40 50 94 33 51 I 42 STONEX R2 STONEX Procedure starts code searching to Measure 3 4 search the quick coding in internal Pt ID Al Code CODING RHT 1 500 m memory If find the quick coding corresponding HZ 63 40 50 to the code then the survey function z 94 33 51 will start and the survey result and 1 963 m EDM lt quick coding will be displayed as this survey is finished If the quick coding corresponding to the code doesn t ex
176. rbidden to disconnect the SD card during the process of files in it otherwise it may lead to data loss or damage Ce Al subsequent recorded data is stored in the current job CS If no job was defined and an application was started or if in Measure AL or REC was triggered then the system automatically creates a new job and names it DEFAULT 5 2 SETTING STATION Each coordinate computation relates to the currently set station At least plan coordinates E N are required for the station If necessary the station height can be entered The coordinates can be entered either manually or read from the internal memory 63 STONEX R2 Origin Station point 0 0 0 GS STONEX Prism point n e z 5 2 1 Calling up a Job from Internal Memory SEARCH STEPS 2 Input instrument height OK Sets the station 1 Select a PtID stored in internal memory DISPLAY Setting Meas F1 Setting Job F2 Setting Station F3 Set Orientation F4 Start 1 2 3 4 OPERATIONAL STEPS OERATION Press F2 in Setting Meas menu to enter into Setting Station menu F2 Enter the PtID of known point and Input PtID press ENT gt 1 ENT Setting Station Input Station Pt ID Stn Pt SEARCH Press F1 SEARCH A If the PtID exists in the job the screen will display as the right picture If there are several points
177. re applicable for the 13 STONEX R2 STONEX previous one Pay particular attention to this when switching angle measurement mode to distance measurement mode because insufficient battery power might lead to interrupted operation Before outdoor operation battery power status should be well checked When the measurement mode is changed the battery power would not immediately show the decrease or increase The battery power indicating system shows the general status but not the instantaneous change of battery power Battery Recharging Cautions yw Battery should be recharged only with the charger SC 21 going with the instrument yx Remove the on board battery from instrument and connect it to battery charger When the indicator lamp on the battery charger is orange the recharging process has begun When charging is complete indicator lamp turns green disconnect the charger from its power source Battery Removal Cautions Before removing the battery from the instrument make sure that the power is turned off Otherwise the instrument may be damaged e Battery Recharging Cautions yw The charger has built in circuitry for protection from overcharging However do not leave the charger plugged into the power outlet after recharging is completed yw Be sure to recharge the battery at a temperature of 0 45 C recharging may be abnormal beyond the specified temperature range yx When the indicator lamp does not light after conn
178. recisely There must be a fixed and clear centering mark on the ground of Point B eWhether the prism center of Point B coincides with the Instrument Center is a significant step to inspect the accuracy So on Point B the tripod or compatible tribrach should be used It will decrease the difference Input Instrument Constant OPERATIONAL STEPS OPERATION DISPLAY Adjustment Press PAGE to go to Page 2 of the F1 Inst Constant Adjustment function X 1 F4 F2 Tilt Parameter F3 State Inst Constant Set Press F1 to enter into Instrument Constant Setting screen Input F1 Inst Cons 0 0 instrument constant Input Adjustment Press F4 to save the setting and Instrument F1 Inst Constant return to Adjustment screen Constant F2 Tilt Parameter F3 State F4 X1 F2 Auto compensation parameter is used for factory setting Please do not modify it 189 STONEX R2 STONEX 13 10 PARALLEL BETWEEN LINE OF SIGHT AND EMITTING PHOTOELECTRIC AXIS Check 1 Set the reflector 50m away from the instrument 2 Collimate the center of the reflector prism with reticle 3 Switch on the instrument and enter into Distance Measurement Mode Press DIST or All to measure Rotate the Horizontal Tangent Screw and Vertical Tangent Screw to launch electric collimation and make the light path of EDM unblocked In the bright zone find the center of emitting photoele
179. rements to a maximum of 5 target points with known heights in two faces While measuring to several targets with known heights the improvement is indicated in the delta value Prism 3 H3 Prism 2 H2 Prism 1 MED OPERATION STEPS OPERATIONAL STEPS OPERATION DISPLAY 52 STONEX R2 Function 1 4 F1 Level F2 Target Offset F3 Delete Last Record F4 Main Settings Function 2 4 a F1 Height Transfer 5 F2 Hidden Point 6 F3 Free Coding 7 F4 Check Tie 8 Height Transfer Select Target Meas Pt ID R HT H Z SEARCH IRECORD IFNC Press FNC to enter into the Function menu Press PAGE to turn IPAGE to Page 2 Press F1 to enter into Height F1 Transfer function F4 Press F4 twice to display the third page of soft keys Press F2 to F4 enter into the settings of instrument height F2 Input the current instrument height Input and press F4 to return to the screen of instrument Height Transfer height F4 53 VIEW Height Transfer Stn Pt Ins HT XO NO 2 000 m 100 000 m 100 000 m 10 000 m Height Transfer Height Transfer Select Target Meas Pt ID R HT H Z STONEX R2 Select the known point and input the reflector height The amount of known poin
180. rence 1 Leveling and Centering the Instrument by plumb bob 1 Setting up the tripod First extend the extension legs to suitable length make the tripod head parallel to the ground and tighten the screws 2 Make the centre of the tripod and the occupied point approximately on the same plumb line Step on the tripod to make sure if it is well stationed on the ground 2 Attaching the instrument on the tripod Place the instrument carefully on the tripod head and slide the instrument by loosening the tripod screw If the plumb bob is positioned right over the center of the point slightly tighten the tripod 3 Roughly leveling the instrument by using the circular vial Turn the leveling screw A and B to move the bubble in the circular vial in which case the bubble is located on a line perpendicular to a line running through the centers of the two leveling screw being adjusted a Leveling Screw C toni ee a Screw A Screw B STONEX R2 STONEX Turn the leveling screw C to move the bubble to the center of the circular vial 4 Precisely leveling by using the plate vial Rotate the instrument horizontally by loosening the Horizontal Clamp Screw and place the plate vial parallel to the line connecting leveling screw A and B and then bring the bubble to the center of the plate vial by turning the leveling screws A and B Leveling Screw C Leveling Screw A K Scene Rotate the instrument 90 1
181. right mouse button select Copy showed as the picture below 201 S STONEX STONEX R2 STONEX StoneX Data Exchange Manager DER Fie View Options Help is R Filter All files Ic name log coms C Com4 R2 SERIES G Mew Folder CodeLists WINDOWS Jobs E System Volume Information E E Job 1 DEFAULT RECYCLER Fixpoints 0 Blocks RavBin Measurement Data 14 Blocks Programme H Job 2 lt empty gt J Program Files H E Job 3 lt empty gt E Myoutmail H E Job 4 lt empty gt Intel H Jb5 lt empty gt E dosh H Job 6 lt empty gt 3 Documents and Settings Job 7 lt empty gt amp CorTransConfig H E Job 8 lt empty gt BaseTransLog H Job 9 lt empty gt E AUTOEXEC BAT Job 10 lt empty gt E CONFIG SYS Job 11 lt empty gt SY lgg isp H E Job 12 lt empty gt E H E Job 13 lt empty gt E TPHk H Job 14 lt empty gt D H E Job 15 lt empty gt A E E Move H Job 16 lt empty gt H Fs Delete H Job 17 lt empty gt Formats Update RaarHale Data Exchange Manager Rename New folder 2 Select File Name in internal memory of Total Station Instrument in which the data should be uploaded showed as the picture below StoneX Data Exchange Manager ile iew Options ielp B B X t hk Filter Allfiles Com CATPHKLOCK TXTS 2 coms 9c P_ com4 R2 SERIES New Folder H CodeLists Gy
182. rism at 0 direction of telescope and collimate it Press F2 DIST to start measurement and calculate the stake out factor offset between the prism and stake out point F2 Stake Out FIND PtID Type AHz ai Al All DIST Move the prism northing or southing according to the arrowhead until the n wll displaying 0 m e Arrowhead means Southing the prism to the station F Northing the prism to the station Stake Out FIND PD Type AHz a t Al F All DIST When both A Hz and A i are zero it implies that the current prism point is the stake out point A i means the fill dig data To dig The value is the depth to dig To fill The Value is the height to fill Stake Out FIND PD Type 84 5 oc gt 2 055 m I 0 019 m RECORD Known 0 00 00 5 oc i 0 000 m I 0 019 m RECORD 1 Known 0 00 00 v fi 5 0 Known gt 8595131 0 000 m I 0 019 m RECORD STONEX R2 Stake out of point is finished Repeat the above press to select the next point to be staked out Or call up the existed PtID in the job via Pt Search function Stake Out FIND x PtID 6 gt Known 85 51 31 2 055 m Type AHz ai A all All t DIST RECORD i E o C I 5 6 3 Orthogonal Stake Out The position offset between measured point and stake out p
183. rture 45 mm EDM 50 mm 193 STONEX R2 S STONEX Magnification 30x Field of view 1 3 0 Minimum focus lm Resolving power 3 Vertical Compensator System Liquid electric detection plate vial Compensation range 3 Resolving power 1 Vial Plate vial 30 2 mm Circular vial 10 2 mm Optical Plummet Image Erect Magnification 3x Focusing range 0 5m Field of view 2 Display Type 5 Double LCD Figure key Letter key 2 Double LCD On board Battery Power resource Rechargeable Ni H battery Voltage DC 6V Continuous operation time 8 hours Size amp weight Dimension 200x190x350 m m Weight 6 0 kg 194 STONEX R2 STONEX 15 ACCESSORIES Carrying Case 1 pe Main Body 1 pe Backup on board Battery l pe Charger 1 pe Plummet 1 pe Correction Pin 2 pcs Fur Brush 1 pe Screwdriver 1 pe Hexagon Wrench 2 pcs Cloth 1 pe Dryer l pe Operation Manual 1 pe Certificate 1 pe Reflector sheet Iset RSSP19U data cable 1PC RSSDR SD card and reader 1PC CD 1PC User manual 1PC 195 STONEX R2 STONEX APPENDIX A DATA COMMUNICATION Via RS232 USB port You can also transfer edit and manage the data expediently through the data communication software of STONEX Company With this method first to connect the total station with computer via the 203U cable COM port or USB port if use USB port you need t
184. s 5 Navigation keys Control of input bar in edit and input mode or control of focus bar 6 Soft keys Are assigned the variable functions displayed at the bottom of the screen 7 Soft bar Displays functions that can be called up with the Soft keys It can use to start up figure and character input function in R Series 8 Trigger key important key 9 Power key 1 4 FIXED KEYS User User key can be defined Programmable with function from the Function menu FNC Measurement key in common use Several functions could be called up the instructions are as follows function could be started up directly in different application every function in menu could be appointed to user key see 4 4 MAIN SETTINGS Menu Menu key Accesses to programs settings data manager communication parameters instrument adjustments system information and data transfer etc CS In menus with multiple entries a shortcut number is shown on the right of each entry Using this number allows a direct start without turning page PAGE Page key Turn to next page when a dialogue consists of several pages ESC Quit a dialog or the edit mode with activation of the previous value Return to a higher level ENT Confirm an input continue to the next field 1 5 TRIGGER KEY The measurement trigger important key has three settings ALL DIST OFF The key can be activated in Settings or Main Settings menu 1 6 SOFT KEYS FUNCTI
185. screw one or two opposite with bubble deflective direction 3 Tighten the screw on the direction accordant deflective until circular bubble is centered 179 STONEX R2 STONEX 4 Adjust three adjustment screws for several times until circular bubble is centered 5 The force power fixing three adjustment screws must be consistent when circular level is centered at last 13 3 INCLINATION OF RETICLE Check 1 Sight object A through the telescope and lock the horizontal and vertical clamp screws 2 Move object A to the edge of the field of view with the vertical tangent screw point A 3 Adjustment is not necessary if object A moves along the vertical line of the reticle and point A still in the vertical line As illustrated A offsets from the center to the cross hair tilts then need to adjust the reticle Adjust 1 If the object A does not move along with the vertical line firstly remove the eyepiece cover to expose the three or four reticle adjusting screws 2 Loosen all the reticle adjusting screws uniformly with an adjusting pin Rotate the reticle around the sight line and align the vertical line of the reticle with pointA 3 Tighten the reticle adjusting screws uniformly Repeat the inspection and adjustment to see if the adjustment is correct 4 Replace the eyepiece cover Fixed Screw Fixed Screw Eyepiece 180 STONEX R2 STONEX 13 4 PERPENDICULARITY BETWEEN LINE OF SIGHT AND HOR
186. screw A and B and then bring the bubble to the center of the plate vial by turning the leveling screws A and B Rotate the instrument 90 C make it perpendicular to the connecting line of level screws A and B Turn level screw C to make the bubble of the plate vial in the middle 5 Precisely centering and leveling Through observation of optical plummet slightly loosen the central connecting screw and move the instrument evenly Don t rotate the instrument making the instrument precisely collimating to the station point Then tighten the central connecting screw and level the instrument precisely again Repeat this operation till the instrument collimate precisely to the measurement station point 2 3 BATTERY POWER REMAINING DISPLAY Battery power remaining display indicates the power condition Measure 1 4 PtID Al Power remaining display RHT 1500m EJ HZ o 00 00 90 00 00 Note The battery operating time will vary depending on the environmental conditions such as ambient temperature charging time the number of times of charging and discharging etc It is recommended for safety to charge the battery beforehand or to prepare spare full charged batteries The battery power remaining display shows the power level regarding the current measurement mode The distance measurement mode consumes more power than angle measurement mode so the power enough for the latter is not su
187. se file name and the Chinese directory If SD card is installed Disk B will show here Format 61 STONEX View Job PLAN RAW STON RAW DDDO RAW STONEX R2 80B 90B 93B 10 00 10 08 10 09 Display file list press F4 P1 to show the second page of features F4 Press F1 new create a working file Attr INEW IPrevPG INextPG DELETE LI EH Rename New Meas Job Job Name Date Time Note 1 Enter job name and operator name and so on After entering one item 2011 06 15 press ENT to move the cursor to the 16 08 44 next item to be edited Note 2 INSERT DELETE Finish inputting press F4 OK to View Job save job then create the file PLAN RAW 80B 10 00 successfully And return to view job STON RAW 90B 0 08 DDDO RAW 93B 10 09 Press to select the file name created At PrevPG NextPG ER just now and then press ENT to set it etting Meas as current job In front of the item E 8 finished setting there will be a Setting Job Setting Station Set Orientation F4 Start 1 2 3 4 X1 The establishment date and time will be added to the system automatically 5 1 2 Calling up a Job from Internal Memory When there
188. setting finished press ENT to move to next item ENT Press F1 All or F2 DIST F1 F3 RECORD to start measurement or F2 and save the data measured F3 As the measurement is finished the program will automatically deactivate Individual Point function and displays the previous continuous PtID 78 S STONEX All Indiv P EDM F Measure PUD R HT Code STONEX HZ o 00 00 90 00 00 I Measure PID pri R HT 1 860 m EA Code STONEX gt HZ 50 30 11 96 21 26 I Measure PUID R HT Code 1 860 m EJ STONEX Q 50 30 11 96 21 56 I AS Measure PUD R HT 1 860m EA Code STONEX gt HZ 50 30 11 V 96 21 56 I ui STONEX R2 STONEX 5 5 2 Coding Three Coding Methods are available 1 Simple Coding Input a code into the relevant box The code is stored along with the corresponding measurement 2 Expand Coding Press CODE The input code is searched within the code list and it is possible to add attributes to the code 3 Quick Coding Press Q Code and enter the abbr of the code The code is selected and the measurement starts For more information please refer to 3 3 4 Coding 5 6 STAKING OUT This program calculates the required elements to stake out point coordinates or manually en
189. splayed immediately which is quite convenient Rotate the telescope until the ATOff displays 0 m and notify the surveyor to move the prism e Arrowhead means Westing the prism to the station gt Easting the prism to the station Stake Out PUD Type R HT AL Off AT Off AH All DIST Stake Out PtID Type R HT ALOff ft AT Off AH All DIST Stake Out PtID Type R HT AL Off t AT Off AH All DIST Stake Out PuD Type R HT ALOff t AT Off AH Au ist RECORD 6 gt il a Meas 2 000 m oa il Meas Ee 1 800m 4 086m 2361m I 1 302 m RECORD v o gt fl Meas ia 1 800m 0 000m 1 026m 0 802 m RECORD v 6a il Meas Ee 1 800m 0 000m 0 000m I 0 822 m 86 STONEX R2 When both AL Off and AT Off display 0 m it implies that the current prism point is the stake out point A H means the fill dig data To dig The value is the depth to dig To fill The Value is the height to fill Staking out of point is finished Continue to select the next point to stake out Or call up the existed PtID Stake Out PtD Type R HT AL Off t AT Off AH 6a il a Cc I Meas 2 000m 0 000m 0 000m 0 822m All IDIST IRECORD Stake Out PuD Type R HT AL Off AT Off AH
190. t Meas Start Pt Li site and prism height collimate the PtID of site Sar o prism center press F2 DIST F3 R HT K 2 000m RECORD to start measurement F2 al M I X1 l m All DIST RECORD l F3 EDM ENH Input end Defining new Site lnput end PtID of end site and prism PtID Sight Meas End Pt i height collimate the prism center and StartPt 0 End Pt 2 press F2 DIST F3 RECORD to F2 RHT D4 1500m measure the end point of construction i m I site F3 l Mm All DIST RECORD 145 STONEX R2 After setting the site enter into Stake Out menu Stake Out PD CHECK ShiftL Set Construction Site via Known Point If the point to be measured here is known point and X Y coordinates have been input the program will display the length calculated the practical length measured and the dialog of offset value OPERATIONAL STEPS OPERATION Enter setting new line function Entry dialog of defining start point press F4 display the second page soft key Input start PtID of site F2 F3 DISPLAY Define new Site Sight Meas Start Pt StartPt End P Press F2 ENH to enter into dialog of coordinate inputting A Input directly the known point name and E N H coordin
191. t Search 1 254 A A navigation key to select pointID you s need press F4 OK or ENT to return to last menu F4 Or ENT 3 ROUTINE MEASUREMENT 3 1 DISTANCE SURVEY CAUTIONS After setting up and switching on correctly the Total Station is immediately ready for measuring In the measurement display it is possible to call up fixed keys and function keys as well as trigger keys and their functions All shown displays are examples It is possible that local software versions are different from the basic one Example of a possible measuring display Measure 1 4 PtID RHT 1 500 m 0 00 00 90 00 00 Setsin SET Hz 23 STONEX R2 STONEX F1 F4 Start the corresponding function NOTE CS Measurements to strongly reflecting targets such as to traffic lights in infrared mode should be avoided The measured distances may be wrong or inaccurate C When the MEASURE Trigger Key is triggered the EDM measures the object which is in the beam path at that moment CIE e g people cars animals swaying branches etc cross the laser beam while a measurement is being taken a fraction of the laser beam is reflected and may lead to incorrect distance values E Avoid interrupting the measuring beam while taking reflectorless measurements or measurements using reflective foils ES Reflectorless EDM eEnsure that the laser beams cannot be r
192. t height inserting menu ENT F4 PtID 66 STONEX R2 5 2 3 Inputting Coordinate Manually STEPS 1 Press ENH to display the Input Coordinate menu 2 Input PtID and coordinate S STONEX 3 Press SAVE to save the station coordinate Then input instrument height If no station was set or no application started and if in Measure All or REC was activated then the last station is set as the current station OPERATONAL STEPS OPERATION Press F3 ENH in Setting Station menu F3 Input PtID and coordinate After Input PtID and finishing one setting press ENT to coordinate move on to the next item ENT Press F4 to save station coordinate F4 When the screen displays Data Input Save input the instrument height and instrument press ENT height ENT The screen returns to Setting Meas menu Settings that are made will DISPLAY Setting Station Input Station Pt ID StnPt SEARCH Coordinate Input Job STONEX Pt ID OCC1 X N 100 000 m Y E 100 000 m HZ wen enn m 01 INSERT DELETE CLEAR Setting Station Job STONEX Pt ID OCC1 X N 100 000 m Y 100 000 m H 0 000m BACK SAVE Setting Station Input INS HT INS HT 1 000 m IPtID OK
193. t2 Determine new radial point F4 POLY Switch to polygonal method 5 10 AREA MEASUREMENT PLANE The application program Area is used to calculate online areas of a number of points connected by straights The target points have to be measured selected from memory or entered manually via keyboard a Start point b Perimeter polygonal length from start point to 118 STONEX R2 S STONEX c Calculated area always closed to the start point P1 projected onto the horizontal plane OPERATIONAL STEPS OPERATIONAL STEPS OPERATION DISPLAY Program 1 3 v Fl Surveying d F2 Stake Out 2 F3 Free Station 3 In Programs menu press PAGE F4 COGO 4 to turn to Page 2 And press F2 to IPAGE start Area Measurement F2 Programs 2 3 v Fl Tie Distance 1 F2 Area Plan 2 Remote Height 3 i a a ian Set job measurement station and backsight orientation and press F4 to start area measurement As the method of setting job station and orientation have been introduced previously it will not be repeated here Area F1 Setting Job F2 Setting Station F3 Setting Orientation F4 Start 3 Several methods to obtain points applied in area measurement are available A Input PtID of the first target point and the prism height of that point Collimate the prism center and press F1 Al or F1 DIST F2 RECORD to start measurement
194. ta Point 1 10 AZ 45 00 00 Point 2 AZ SEARCHI F2 then in Intersection menu press F1 F1 to enter into Bearing Bearing Intersection function Input PtID1 Input PtID of known point P1 and press ENT to move to the next item ENT Input the azimuth from P1 to P3 and Input AZ1 press ENT to move to next item ENT Input PtID of another known point Input PtID2 P2 and press ENT to move to the next item Repeat step ENT Bearing Bearing Input data Point 1 10 AZ 45 00 00 Point 2 AZ MEAS SEARCH 102 LIST STONEX R2 Bearing Bearing Input data Point 1 10 Input the azimuth from P2 to P3 Input AZ2 AZ 45 00 00 and press ENT Point 2 11 AZ 315 00 00 ENT SEARCH Press F2 CALC to display the COGO New Point result New Point X N To stake out this point input new PtID F2 and press F1 to start staking out gt 2 To save the data press F4 50 000 m To quit result menu press ESC to return to inputting data menu and re input the data X1 There are four methods to input the known PtID Please refer to step of the last section 5 8 1 1Traverse X2 The stake out operation is similar
195. te the telescope upward to make D near the horizontal hair Flex the prism pole Leg e to make the D in the center of reticle Then both Point C and D are on the central line of reticle Set the instrument on Point B to another cross lines With the same way to flex the Leg f to make Point C and D on the central line of reticle Through the adjustment of the instrument on Point A and B prism pole has been perpendicular If the bubble offsets from the center adjust the three screws under circular vial to make the bubble centered Check and adjust again until the bubble is in the center of the vial from both directions of the prism pole 191 STONEX R2 14 SPECIFICATION F Distance measurement visible laser a Typerssssstecteecee cesses eeeeee eee visible red laser b carrier WAVE Sto ttccteeeeeceeccees 0 670u m c Measuring systems basis 60 MHZ d EDM Type cece ccccccccccccccce coaxial e Display least count 1 1mm f laser dot size approx 10X20 mm 50m g Accuracy S STONEX approx 7X 14 mm 20m reflectorless mode only With reflector EDM measuring Accuracy Standard Time per program deviation measurement fine 2 mm 2ppm lt 1 8s fast 3 mm 2ppm lt 1 2s tracking 5 mm 2ppm lt 0 8s IR tape 5 mm 2ppm lt 1 2s Without reflector EDM measuring Accuracy Standard Time per program deviation measurement Reflectorless fine 5 2ppm lt
196. tered angles horizontal distances and heights Stake out differences can be displayed continuously Stake Out Steps 1 Setting job 2 Setting station 3 Setting orientation 4 Calling up coordinates from internal memory These coordinates may be measured or input manually 5 Staking out Three methods of stake out are available Polar Stake Out Orthogonal Stake Out and Coordinate Offset Stake Out 5 6 1 Setting Stake Out Point 5 6 1 1 Calling up Coordinates from job OPERATIONAL STEPS OPERATION DISPLAY Setting Meas After setting job station and FI Setting Job 1 orientation azimuth press F4 in F4 F2 Setting Station 2 F3 Set Orientation 3 Setting Meas menu to start stake out X1 F4 Start 4 79 STONEX R2 In Find item input the stake out PtID and press ENT to start Pt Search function You can also input wildcard to start wildcard search Input stake out PtID A The program searches PtID in the job and displays the result dialog All PtIDs will be listed separately Press F4 to return to Stake Out menu 663499 Input wildcard to display all data in the job B If the PtID does not exist the program will advise user to input the coordinate of the point and save it Then return to Stake Out menu Press navigation key D gt to select the PtID to be staked out Start staking out Stake Out
197. the right of the actual Ai Longitudinal offset positive if point to be staked out is further away A Height offset positive if point to be staked out is higher than measured point OPERATIONAL STEPS OPERATION Set the series of data of stake out point From point list to select the point to be staked out You can also call it up from the job by inputting the stake out PtID in Pt Search menu Press PAGE to turn to Page 2 and r press v to move to R HT item Input the prism height Input R HT DISPLAY Stake Out 1 3 FIND PtID Type 5 7c Known P 85 5131 Stake Out PtID Type R HT AL Off AT Off AH All 83 STONEX R2 Collimate the prism press F2 DIST to start measurement and calculate the stake out factor offset measurement and between point stake out point F2 Stake Out FIND PtID Type Known gt 85 5131 0 082 m I 0 019 m RECORD j Rotate the telescope until the angle difference is 0 00 00 and notify the surveyor to move the prism e Arrowhead means Move the prism left to the station Move the prism right to the station Stake Out FIND PtID Type v h 5 0 Known 6 o 00 00 2 055 mI 0 019 m RECORD Set the p
198. ther line type is defined user can define line A line consists of azimuth angle and distance The distance value can not be negative OPERATIONAL STEPS OPERATION DISPLAY Press F1 LINE to enter into HZ Alignment Type menu F1 HZ Alignment Type Chain 100 000 m AZ 0 00 00 LINE ARC SPIRAL POINT 126 STONEX R2 Input AZ Define HZ AL After inputting AZ angle press he ENT to go to next input item After ENT Length inputting the length of the line press Input length ENT ENT Press F2 NEXT the program Define HZ AL displays Save Edit Alignment If yes press F4 OK To re edit it press F2 Save Edit Alignment F1 CANCEL CANCEL Press F4 to store this alignment HZ Alignment Type and return to alignment main menu Chain 131 000 m and displays chainage of the line end AZ 25 00 00 point and azimuth of this point Now user can define other curves e When the line is in the middle of BE POINT road the azimuth angle of the line is calculated according to the previous elements If user is to change this azimuth angle the new azimuth angle can be input manually Curve ARC le Radius Press ARC in Hz Alignment type menu to define the curve A curve consists of arc length and radius The rul
199. tion 5 8 1 1Traverse X2 The stake out operation is similar to that of Traverse which has been introduced previously Please refer to 5 8 1 1 Traverse 5 8 4 Extension Extension is used to compute extension points from the baseline 111 STONEX R2 STONEX N The known data 1 Start point of baseline 3 End point of baseline A LI or A L2 Distance The unknown data P2 P4 Extended point OPERATIONAL STEPS OPERATIONAL STEPS OPERATION DISPLAY COGO Main Menu In COGO main menu press F4 to F1 Inverse amp Traverse enter into Extension function Define F4 F2 Intersections baseline firstl F3 Offset ASCE TISEI F4 Extention Extention input sa Define Extention p Point 1 Input PtID of the start point lof PtID of Point 2 baseline and press ENT to move to baseline H Dist Select Base Pt next item X1 Base Pt ENT IMEAS CALC SEARCH LIST ENH Extention Define Extention Input end Point 1 Input PtID of the end point 3 of PUD of Point 2 baseline and press ENT baseline H Dist Select Base Pt co Base Pt ENT IMEAS CALC Extention i ion Input the horizontal distance Input H Dist Point 1 Define Extention oint 1 between extended point and start point Point 2 or end point and press ENT ENT H Dist Select Base Pt Base Pt MEAS CA
200. to aisplay Page 2 0fsoft keys Chain 100 000 m Press F3 NextPt to enter the Offset 0 000 m inputting screen of next chainage data HtDiff 0 000 m Repeat StepS 11 to stake out SHI Lorem each featured point STAKE L_OFFS R_OFFS Explanation for the Alignment Stake Out screen Alignment S O Chain 100 000 m Offset 0 000 m HtDiff 0 000 m R HT 1 598 m STAKE IR_OFFS SLOPE CHAIN L_OFFS This key is used to stake out left chainage Press it to display the offset and the height difference of the left chainage R_OFFS This key is used to stake out right chainage Press it to display the offset and the height difference of the right chainage CHAIN The key is used to increase the chainage CHAIN The key is used to decrease the chainage SLOPE The key is used to stake out slope Screen of Stake Out Function 141 STONEX R2 STONEX AlignmentS O 1 3 PD C100 0 0 R HT 2 000 m 20 00 05 25 369 m IRECORD NEXT Explanation for Point ID The number behind C is the chainage Means to stake out points of the right chainage While staking out points of the left chainage it shows or behind the number is the distance between points of right chainage and central line i e the data of the right offset or left offset
201. to start input Code function F1 163 F3 Measurements F4 Codes Code View Del 1 2 Find Code Desc Infol Info2 Info3 DELETE STONEX R2 Input the code and the information etc As shown in the right screen Input Code 1 2 Code Desc Infol Info2 Info3 Info4 F4 to store code The procedure After finishing inputting press allows proceeding to input other codes the data stored will be added after the code existing in the file Input Code 1 2 Code Desc Infol Info2 Info3 Info4 SAVE To store data VIEW The searching dialog appears 6 4 2 Viewing Code a Press to move to searching item Input code name to be searched or wildcard and press ENT OPERATIONAL STEPS OPERATION DISPLAY File Management 1 2 iIn File management menu press Fi Job F4 to enter into Code function F4 F2 Known Points F3 Measurements pane F4 Codes Fl F2 A ee Code View Del 1 2 v Find Press navigation key 00 gt to Code 14 search the codes in the file will be Desce we wee wee Infol 0 wee displayed one by one i ben y Info wee wee wee Info3 wre wee wee B INEW START LAST IDELETE Code View Del 1 2 Find Code Desc Infol Info2
202. to the Settings is shown as follow FUNCTION OPTION EXPLANATION Contrast 1 8 Setting the display contrast in 10 steps Customers can adjust the display to best status through this function 49 STONEX R2 G STONEX The trigger key is right above the Power Key TriggerKey All Dist OFF OFF Trigger key deactivated All Trigger key with same function as the AI key Dist Trigger key with same function as the Dist key Light Level HT Transfer Offset One function from the Function menu Customers can Code Dist Unit designate the USER key according the using frequency User Key Angle Unit Hidden and habit Pt Delete Rec Tracking Check Tie Settings The 0 orientation of the vertical circle can be either Zenith Horizon selected for the zenith the horizontal plane or in V Zenith Zenith 0 Horizon 90 V Setting Horizon Zenith 90 Horizon 0 e V 45 100 Horizon 0 If the V value increases rapidly and exceed 300 it displays as OFF Tilt compensation is switched off e l axis V angle relate to the plumb line If the instrument is set on an unstable base e g shaking platform ship etc the compensator should be switched Tilt Crn 1 axis OFF off This avoids the compensator drifting out of its measuring range and interrupting the measuring process by indicating an error The compensator setting remains active even aft
203. ts 28 em Volume Information 2 A 123 3 f ads 7 0 MsoCache l FOUND 000 x Receiving Ex JobList 10 obList 11 JobList 12 FileType OBSERY obList 13 Source File A DEFAULT 1 6 28 bList 14 Destination cy bList 15 Block 4 JobList 16 JobList 17 2 D CodelList 1 4 0 FOR GS1 0 1 3 IDEX 1 1 3 2 COMMAND COM a HAL El BOOTLOG TXT 5 Transmission ends dialog exit automatically Data formats transmitted from Total Station Instrument Here taking partial measurement datum as an example 110001 0000000000000001 21 034 0000000014301010 22 034 0000000009054140 31 00 0000000000002004 amp 81 00 0000000000001205 82 00 0000000000001601 200 STONEX R2 83 00 0000000000004032 87 10 O000000000005000 110002 0000000000000002 21 034 0000000017510540 22 034 0000000008523530 31 00 0000000000014397 81 00 0000000000001205 82 00 0000000000014300 83 00 0000000000002845 87 10 O000000000005000 GSI ID 11 PtID 21 HORIZONTAL DIRECTION 22 VERTICAL ANGLE 31 OBLIQUE DISTANCE 32 HORIZONTAL DISTANCE 33 HEIGHT DIFFERENCE 41 49 CODES AND ATTRIBUTES 51 PPM mm 58 PRISM CONSTANT 81 83 X Y H TARGET POINT 84 86 X Y H MEASUREMENT STATION POINT 87 PRISM HEIGHT 88 INSTRUMENT HEIGHT B UPLOAD DATA 1 In the right window select data documents which have been edited and will be transmitted to Total Station Instrument click the
204. ts is shown on the upper left corner of the screen There are 3 ways to select known points A Press LIST and press navigation a key vto call up the needed point from the job Press ENT to return to the Height screen of Transfer measurement B Input the known point ID and press SEARCH to search whether there is such a point ID in the job Be there some points with the same ID press B g v to select the point needed Press ENT to return to the screen of Height Transfer measurement C You may also input a point ID which does not exist and press ENH Then input the height of the point save the data and return to the screen of Height Transfer measurement F1 Input known point height prism Height Transfer Select Target Meas Pt ID R HT H Z A Press LIST Pt Search B Input point ID to the known point press SEARCH Height Transfer Select Target Meas Pt ID R HT H Z i All Height Transfer Select Target Meas Pt ID R HT H Z i All 1 1 1 500m C Input the ID which does not exist and press ENH Height Transfer 54 STONEX R2
205. utting press F4 to switch between number and letter inputting mode Sign The characters which can be input in R2 Total Station Instrument are A Z _ amp 2 ete In number letter inputting mode and are treated as normal alphanumeric characters with no mathematical function In numeric inputting mode it can only be used in front of the input numbers e Special characters In wildcard searching it is required to use the sign In character inputting mode of R2 instrument press key once Chn the edit mode the position of the decimal place can not be changed The decimal place is skipped STONEX R2 Ce All keys can be entered into screen S STONEX Use navigation key D gt to move the cursor 2 7 1 Inputting Character For STONEX R2 each key is defined with three characters and a figure as entering the number letter inputting mode every time you press the keypad a letter would occur at the cursor and a number occurs by pressing four times As the needed character fig occurs the cursor moves automatically to the next item E g input 123ABF8 OPERATIONAL STEPS OPERATION Press the key on numeric keypad to start inputting As the sign at the lower right corner of the screen is 01 it is in the numeric inputting mode Input 1 Press numeric key 123 after 2 inputting figures press F4 ALPH to 3 enter character inputting mode
206. visible laser do not sight the eyes in use SAFETY GUIDE Internal EDM Visible Laser Warning The total station is equipped with an EDM of a laser grade of 3R lIla It is verified by the following labels On the vertical tangent screw sticks an indication label CLASS I LASER PRODUCT A similar label is sticked on the opposite side This product is classified as Class 3R laser product which accords to the following standards TEC60825 1 2001 SAFETY OF LASER PRODUCTS Class 3R III a laser product It is harmful to observe laser beam continuously User should avoid sighting the laser at the eyes It can reach 5 times the emitting limit of Class2 I with a wavelength of 400mm 700mm Warning STONEX R2 STONEX Continuously looking straight at the laser beam is harmful Prevention Do not stare at the laser beam or point the laser beam to others eyes Reflected laser beam is a valid measurement to the instrument Warning When the laser beam emits on prism mirror metal surface window etc it is dangerous to look straight at the reflex Prevention Do not stare at the object which reflects the laser beam When the laser is switched on under EDM mode do not look at it on the optical path or near the prism It is only allowed to observe the prism with the telescope of total station Warning Improper operation on laser instrument of Class 3R will bring dangers Prevention To avoid to be harmed each us
207. wacssavvesuefabeumes cvsnautiaveraes ERE e 18 2 7 3 Deleting Characters ciccscstecavsccusotvasiocsecseseosvasseestesecveoutevesestescdueauwnettentene 18 2 1 4 msetting CHArACtEL sssrinin iini EE KS 19 2 8 POINT SEARCH virrin niaaa Na 20 2 9 WILDCARD SEARCH a isccscssecessessesesenssavesseeseassscnsentsnvsseaiscssconesenssnisseets 22 SSROCNNEBIMESSUOUREBMENIN 0eoeeeeeeeeseseeseeoereserresrrserireeurseeriserneserrese 23 3 1 DISTANCE SURVEY CAUTIONS seeeeeseeesseesrrerseeerseerrsesereesrserseserseee 23 3 2 EDM SETTINGS vsisccissesssestedtecsbeasavesutessess veltavaratepsnas vote ssass esieaavedenvareiecas 24 3 21 Setting EDM Mde 2 iscscsescssestieucsitverestoveasiscivsraGterteaesvavetessdsveensteavenedsestes 24 3 2 2 Setting Distance Measurement Type eee ceeeeeseeseeeeeeeeeseeseeseeeeeeeeeas 25 3 2 3 Setting the Prism Constant 0 eee eeeeeesecseceeeeseesecseeeeeeseeaeeseeseeeaeeas 26 3 24 Setting Atmosphere Data svciscsetscessieveasiesessieasdeavecaaesds ienedeswaaaness odepedervecaneats 27 3 2 5 Grid Fatto oi cicncns sites cides scvioseesepsstescaviaueasdastenceusdnveeddaieseasscaveodtesdensevactles 30 3 2 6 Viewing Signal of Distance Measurement 0 0 00 cece eeeeeeseeseeeeeeeeeeeees 31 3 2 7 Setting Multiplication Constant eee eseeeceeeeeseeeeeeseeseeseseeeeeeeas 32 3 3 START SURVEY secisetievensds atiactsavestctaveras E T TOTO O E E h 33 3 3 1 Setting Horizontal Circle eee eeeeeeseceeseeeeeessesaeeseeesees
208. weather condition 44 STONEX R2 STONEX the display of vertical angle is unstable You can switch off the auto tilt correction function of vertical angle C If the mode of auto correction has been activated single axis see 4 4 Main Settings in the condition that the instrument has not been leveled the program will demand that the instrument must be leveled at first so as to enter other functions 4 2 TARGET OF FSET When it is not possible to set up the reflector or aim the target point directly this function will perform helpfully Enter the offset values length cross and or height offset The values for the angle and distances can be calculated directly for the target point Longitude wales Target point Latitude warp value Defection point Defection point longitude latitude warp valuet valuet CS If the height offset value is plus it indicates that the offset point is higher than the measurement point OPERATION STEPS OPERATIONAL STEPS OPERATION DISPLAY Function 1 4 F1 Level 1 Press FNC to enter into the IFNC F2 Target Offset 2 F3 Delete Last Record 3 F4 Main Settings 4 Function menu 45 STONEX R2 S STONEX t Target Offse Input Offset T_Offset L_Offset H_Offset MODE 0 000m 0 000m 0 000m Oset After REC4P OSET OK Target Offset Input Offset T

STONEX R2 - geobauen

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