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TS680 USER MANUAL nv2.0e

1. If the objective lens is dirty it will affect the accurate of measured results Dust it off with your special brush and wipe it with your special cloth in your carrying case before putting away 9 If an object with a high reflective factor metal white surface exists between the instrument and the target when measuring the accuracy of the measured results will be affected An angle is also able to be measured when distance measurement Measurement will automatically stop after a single measurement if the EDM mode is single Fine S Rapid S If the distance measurement mode is average Fine AVG the measured distances are displayed as 1 2 3 9 in turn and the average value will display behind A once the selected time s measurement has been finished 28 6 Coordinate Measurement It is possible to find the 3D coordinates of a target by coordinate measurement Please input the occupied coordinate instrument height target height backsight coordinate or azimuth angle and azimuth before coordinate measurement Target Ht Target point Occiped point 6 1 Input the Occupied Point Data Procedure of inputting occupied point data 1 Measure the height of target and instrument with a tape etc 2 Press Fl CORD at P2 in the measurement mode HA P1 AID MEN GOED EE Coord 3 Select 1 Occ orientation 1 Occ orientation 2 Measure
2. 111 26 2 Tubular Level I Check 1 Mount the instrument on a stable device as tripod adjusting device and fix it 2 Level the instrument until the plate level is parallel to a line linking leveling foot screws A and B then adjust the two screws to center the bubble 3 Turn the instrument 180 200gon observe the moving direction of the bubble if it is still centered no adjustment is necessary if not you have to adjust it Il Adjustment 1 Mount the instrument on a stable device and fix it 2 Level it roughly Mark 3 Turn the instrument and make the tubular level be parallel to a line linking two leveling foot Adjusting screw screws then adjust the two screws to center the bubble 4 Turn the instrument 180 200gon adjust the Adj screw with adjustment pin slightly to correct half of the bubble s displacement when it doesn t id TDi move i 5 Repeat operations 3 4 until the bubble remains Turn the instrument 180 centered in any position 26 3 Circular Level I Check 1 Mount the instrument on a stable device and fix it 2 Level it accurately by the plate level 3 Observe the bubble of the circular level if it is centered no adjustment is necessary if not you have to adjust it IT Adjustment 1 Mount the instrument on a stable device and fix it 2 Level it accurately by the plate level 3 Adjust the three adj screws to center the Adjusting pin A bubble by a wrench if
3. 60000 points 60000 points RS 232C USB SD card Bluetooth optional 3400mAh Li ion Rechargeable battery 7 2V DC 9 hours At 20 C FDJ6 Li 100V to 240V 50 60Hz Approx 4 hours 32 bit Digital signal processing single mainboard Standard 20 50 C 220x184x360mm WxDxH 5 5kg IP55 IEC60529 125 l Technical Data for OTS Power series EDM Reflectorless Measurement Range Option Kodak Gray Range D Range E Range F Card m m m White side 200 250 300 R300 90 reflective Gray side 18 100 120 150 reflective White side 300 400 500 R500 90 reflective Gray side 18 150 200 250 reflective Atmospheric D Object in strong sunlight severe heat shimmer Conditions E Object in shade sky overcast F Underground night and twilight 2 Laser plummet mounted on the bottom of the vertical axis 3 Bluetooth 126 OTS680 Ultra series Telescope Length Image Objective aperture Magnification Field of view Mini focus distance Reticle illumination Angle measurement Reading system Circle diameter Angle unit Minimum display Detecting mode Accuracy Distance measurement 156mm Erect 045mm 30x 1 30 1 0m 10 brightness levels Absolute encoder for 680 series 79mm degree gon selectable 1 5 10 selectable 0 0001 0 0005 0 001 selectable 0 2mgon 1mgon 2mgon selectable Both circles adopt diametrical detection 681 1 682 2
4. Y 0 00 03 above operation 3 Center the bubble in the Tilt Mode si gt i XONYONE plate level Be sure the is always in the Lightness coco center Note 1 On this menu you can turn on off the X Y compensator by pressing A or V key 2 If the instrument is equipped with laser plummet after opening this menu the laser plummet adjusting bar will display With pressing lt or key the laser lightness can be adjusted 3 Basic Functions 3 1 Nomenclature Handle pa Optical sight IN _ TF _ Handle screw Objective Horizontal Model label motion clamp Horizontal Battery tangent screw Horizontal Plate level motion clamp Screen O Horizontal tangent screw Keypad RS 232C port Z Tribrach KO ribrac C A Focusing knob Instrument height mark Eyepiece Leveling screw 3 2 Basic Key Operation 6606 0000 00600 9990 00600 gt GD GD GD CD OC O Keys Description F1 F4 Select the functions matching the softkeys 0 9 1 Input number when numeric input 2 Input characters when alphabetic input Input a decimal point Input plus minus sign Power Power on off Enter into setting mode directly Cnfg Enter into config mode directly ESC Escape to the previous menu or mode Shift 1 Shift between number and alphabetic when inputting 2 Shift
5. Stake out Then set the azimuth angle of the backsight point 1 Height a 2Anole amp Dist see 6 2 Azimuth setting 3 Select 2 S O data then select 3 Coord 36 S O Coord 157 000 0 178 0 000 1 500m OK 147 328m 0 000m 19 310 S O dHD t 147 328 S O dHA 146 7194go VA 296 1184gon I 249 0324gon KIJ HA 78 24 4 Input the coordinates of the stake out point Press F1 READ to read the existed coordinates as stake out coordinate Press F4 OK to set the data 5 Press Fl MEAS begin coordinate stake out measurement Move the prism to find the point to be stake out 4 Move the prism upward Y Move the prism downward Press key ESC back to stake out mode 7 3 REM Stake out Measurement Perform this operation to find a point where a target cannot be directly installed see 11 REM Procedure of REM stake out measurement S O 2 S O data 3 EDM Stake out E 2 Angle amp Dist 3 Coord 1 Set a target directly below or directly above the point to be found then use a measuring tape etc to measure the target height height from the surveying point to the target Press F1 MENU at P2 in the measure mode then select 2 Stake out 2 Select 1 Occ Orientation Input the occupied orientation data see 6 1 Input the occupied point data 3 Select 2 S O data then select 1 Height 4 Input height fr
6. Target constant mm Instrument HD Y A XX Xx Y VD X Bx Y Mean sea level HD Horizontal distance mm VD Vertical distance mm Y SD Sin X SD Cos Zenith angle 1 55 R 1 2R K 0 142 or 0 20 R 6 37 X 10 m Elevation measurement A B The conversion formula for horizontal and vertical distance is as follows when correction for refraction and earth curvature is not applied HD SD COS VD SD SIN NOTE The factory setting for the refraction coefficient K is 0 142 Refer to the 3 8 1 Measure Condition Setting to change the value 134 Appendix III Connect the TS680 series with PDA 1 Connect the TS 680 series and PDA Here we will take Carlson Explorer as a example with RS 232C cable 2 Refer to the chapter 3 8 3 Communication Port Setting to set the parameters on TS 680 series And then set the instrument at basic measurement mode as followings shown Meas PC 0 ppm 0 SD VA 302 5432gon I HA 85 8888gon P1 DIST OSET CORD 3 Run the survey program on the PDA for example SurvCE exe of Carlson then select the instrument mode in the SurvCE NOTE Sokkia Set for TS 680 series is available 135 MAP Equip instrument i 4 Set the communication parameters on the PDA they must be same with TS 680 series s And select the 2 Way in communication setting 5 And then the PDA will sending data to TS
7. 20 000 PP p p EBS 20 000 Aea P20 20 000 3 Press F4 OK to accept the inputted occupied and backsight coordinates the calculated azimuth angle READ KES will display Set H angle BS Azimuth 450000 4 Aim at the backsight point and then press Tgt H 0 000m Pt F1 MEAS to check the backsight or press F3 REC to record and set the station then back to the previous mode You could also press F4 OK to set IMEAS OK the station but the data will not be recorded 31 Note You can select 1 Azimuth to input the azimuth angle directly After input the coordinate of backsight you can press F1 MEAS to check for backsight checking HD between station and backsight dHD and dVD between calculated backsight and measured backsight will be display Set H angle BS Azimuth 45 00 00 noe 1 000m press F3 REC to record and set the station then HD 0 163m back to the previous mode You could also press F4 dHD 0 163m dVD 11 655 OK to set the station but the data will not be OK recorded 6 3 3D Coordinate Measurement The target coordinate could be measured after the setting of occupied point and backsight azimuth The formular used to calculate N1 N0 S X sinZ X cosAz El E0 SXsinZ X sinAz Z1 Z0 S XcosZ IH TH Where NO E0 Z0 occupied point coordinates S SD Z Zenith angle Az Azimuth angle IH Instrument height TH Target height SD Target height Target
8. I Check 1 Set up the instrument on tripod or adjustment platform and leveling accurately 2 Aim at the cross hairs of collimator or the obvious target at a distance Gets the face left angle reading H1 and the face right angle reading Hr 3 Calculating the horizontal collimation error C according to C Hl Hr 180 2 if C lt 8 no adjustment will be necessary If C gt 8 proceed with the following adjustment Il Adjustment 1 Power on the instrument after leveling up and rotate telescope to initial 2 Aim at the cross hairs of collimator or the obvious target at a distance Gets the face left angle reading H1 and the face right angle reading Hr 3 Rotate the instrument in face right position turning horizontal tangent screw until Hr Hr C 4 Loosen the shield of telescope s reticle Adjusting two screws at left and at right until the vertical hairs of telescope s reticle coincides with the cross hairs of collimator or target 5 Repeat the check and adjustment procedure until the error is accepted 115 Adjusting screw justing screw NOTE 1 When adjusting the screws of reticle firstly loosen the screw on the moving direction of reticle secondly tighten another screw by the same mount clockwise turning is for tightening and anticlockwise turning is for loosening the turning mount for tightening or loosening should be same 2 After the reticle adjustment it is necessary to adjust the vertical
9. J OBFF to confirm known data menu will display you can WOMENSHI FATELU see the active JOB on the second line KEMEN JOB7 3 Select 5 Clear Known data JOB JOB6 1 Key input 2 Com input 3 Delete 4 View 6 Com setting 4 Press F3 NO back to known data management Press F4 YES to delete all known points data of the active JOB completely Clear Confirm to delete 107 24 Code Management You could edit codes in this mode All existed codes in memory could be read for all jobs and the selected code could be recorded together with occupied data or measured data 24 1 Edit Code list Procedure of inputting a code 1 Select MEM in the status mode to enter into Memory 1 J OB memory management 2 Known data O Media Select 2 Select 3 Code to enter into code management 5 3 Select 1 Code Edit the code will display Code 1 Code Edi 2 Clear list 4 Press A or Y key to move the cursor and input or correct code 001 CODE Here 002 CODEA 003 CODEB Press Fl 1 P key to change the function of A 005 CODEBDEG and V keys if it is light press A orY to move 006 CODEBES cursor between adjacent codes If it is back light TOP press A or Y key to move cursor to display adjacent pages Press F2 TOP key to move cursor to first code Press F3 LAST key to move cursor to last code Press F4 DEL key to selected code NOTE The codes recorded in memory could be read
10. LIST ga 1 Press F3 REC on P3 in measure mode to enter into record mode The active JOB will display 2 Select 6 JOB select to set job see 22 1 Select a JOB to operate 95 22 JOB Management 22 1 Storage Media Select For TS680 series SD card slot is an standard equipment user can record the measured data in internal memory or SD card directly Before your work it is necessary select appropriate storage media For both memory the file management procedures are same Procedure of storage select 11O ry 1 Select MEM in the status mode to enter into 2 Known data memory management 3 Code 4 Storage Media Select 5 USB 2 Select 4 Storage Media Select to enter storage media setting screen Storage Media Slect 3 Press F1 Internal MSD to set the internal card as F1 I nternal MSD F2 External SD current storage media Or press F2 External SD to set the external SD card as current storage media Meas PC 0 0 If the internal card is current storage media W will ppm 0 display on screen right SD VA 302 5432gon l HA 0 0000gon P EDM E Meas PC 0 0 ppm 0 A If the external SD card is current storage media E will display on screen right SD El VA 302 5432gon li HA 0 0000gon P3 EDM OFST NOTE 1 If the SD card is first using on the total station when select it as storage media Tnitialing will take about 30s 2 If there is no SD card in the card slot if you select
11. Move the cursor to the key change the key s function according to your need by pressing keys LY 7 to select 2 Press Key OK to confirm the key defined 22 Following items can be defined Items Descriptions DIST Start distance measure SHV1 Display switching between SD HAVA HD HA VA and VD HA VA SHV2 Display switching between SD HD VD and SD HA VA OSET Set horizontal angle to 0 CORD Enter coordinate measurement menu MENU Enter program menu HOLD Hold the horizontal angle HSET Set horizontal angle EDM Enter distance setting menu OCC Setting the station point OFST Enter offset measurement menu REC Enter points collection menu RES Enter resection program menu REMS Enter angle repeat measurement menu MLM Enter missing line measurement menu S O Enter stake out measurement menu TILT Display electronic level REM Enter remote elevation measurement menu HARL Horizontal angle display switching between HR and HL ZA Vertical angle display switching grade and zenith OUT Output the current measurement data via RS 232C port AREA Enter area measurement menu ROAD Enter road measurement menu IHT Enter instrument height setting menu LSO Enter line stake out measurement menu PROJ Enter point projection measurement menu KEY FUNCTION SAVE 1 User Define 1 2 User Define 2 l Press key 1 to save the current key setting in User
12. Prism Reflective sheet RP60 Reflectorless Display resolution Fine mode Tracking mode Distance unit Temperature unit Pressure unit Temperature input range Pressure input range Prism constant condition Refraction and earth curvature correction Reflecting prism constant correction Level vial sensitivity Plate level Circular level Compensation System Range Optical plummet Optional Accuracy Image Magnification Focusing range Field of view 1 to 800m 1 5mm 2ppm 1mm 1 5ppm optional 3mm 2ppm 3mm 2ppm 1 150m Smm 2ppm 150m 3mm 2ppm 1 200m Smm 2ppm 200m typical 1 0 1 5s 124 typical 1 5s typical 1 5 5s max 20s 0 1mm 0 001 ft 1mm 0 01 ft 10mm 0 1 ft m ft selectable C F selectable hPa mmHg inchHg selectable 30 C to 60 C 1 C steps 510hPa to 1066hPa 1hPa setps 99 9mm to 99 9mm OFF 0 14 0 2 selectable 99 9mm to 99 9mm 30 2mm 8 2mm Dual axis Liquid type 3 0 8mm 1 5m Erect 3x 0 5m o lt 4 Laser plummet Accuracy Laser class Focus range Laser wave length Display LCD Memory Internal memory External SD card Data communication T O Power Battery Voltage Continuous operation time Chargers Charging time Others CPU EDM technology Build in temp amp pressure sensor Working temperature Dimension Weight Water proof 1mm 1 5m Class 2 1EC60825 1 0 5m a 635nm 8 linesx24 characters 128x240 dots
13. ST 4 Input point number and coordinates The active job 3 Delete and free memory is displayed at the top right corner 4 View 5 Clear 6 Com setting other points Press key ESC back to the known data Press F4 OK to save settings and continue to input mode JOB6 Free 45912 Pt 10 500 11 544 100 000 103 J OB6 Free 45911 5 Once the Pt is the same as an existed one it will Pt display as shown left N 10 500 Press F3 NO to re input E 11 544 i Oy Z 100 000 Press F4 YES to overwrite Quererte Press F1 ADD to save and the original one will not be deleted n 23 2 Input Known Point Coordinate via RS 232C Procedure of I nputting known points coordinate Memory 1 Connect instrument and PC via RS 232C 1 J OB communication cable Press F3 MEM in the status 2 Known data 3 Code mode to enter into memory management 4 Storage Media Select 5 USB 2 Select 2 Known data job list will display JOB selection P1 Select one Job you want to operate press ENT key DAFENG 10 to confirm known data menu will display you can JOBFF 3000 WOMENSHI 1256 see the active JOB on the second line FATELU 100 KEMEN 560 TES 0 JOB7 0 Known data 3 Select 2 Com input JOB JOB6 1 Key input 2 Com input 3 Delete 4 View 5 Clear 6 Com setting 4 Run FOIFExchange software PC see the help file of FOIFExchagne to upload known data to current JOB the chapter is 2 1 2 Uploa
14. adjust the four adjusting screws with the adjusting pin to shift the center mark to the cross mark correct only one half of the displacement in this manner 5 Repeat the operation in 3 and 4 until coincide the center mark of the plummet and cross mark on the ground Adjusting NOTE When adjust the screws of plummet reticle firstly loosen the screw on the moving direction of reticle secondly tighten another screw by the same mount clockwise turning is for tightening and anticlockwise turning is for loosening the turning mount for tightening or loosening should be same 26 6 Laser Plummet I Check 1 Set the instrument on stable device and fix it 2 Set a cross mark on the ground under the instrument 3 Turn the three leveling screws until the instrument keeps leveling and the laser spot coincides with the cross mark on the ground 4 Rotate the instrument 180 200gon around and check the laser spot and cross mark if they are coincide adjustment is not required Otherwise adjust it Il Adjustment 1 Set the instrument on stable device and fix it 2 Set a cross mark on the ground under the instrument 3 Turn the three leveling screws until the instrument keeps leveling and the laser spot coincides with the cross mark on the ground 4 Rotate the instrument 180 200gon around and take off the protecting cover of the laser plummet adjust the four adjusting screws with the screwdriver to move the laser spot
15. 1 Move the instrument to the measured forsight point 2 Select 2 Read coord 3 First aim the previous occupied point then press F4 YES to set the previous foresight point coordinate as the occupied point coordinate or press F3 NO to give up 64 16 Inverse The distance and azimuth from a start point to an end point could be calculated according to input their coordinates Input Output Coordinate of start point NO E0 Z0 Distance D Coordinate of end point N1 E1 Z1 Azimuth Az Procedure of Inversing Menu P2 1 Point projection 2 Line stakeout 1 Press F2 MENU on P2 of the basic measurement 3 Traverse mode 5 Polarize 6 Repeat Measure 2 Turn to P2 select 4 Inverse 7 Arc staking out Coord Inverse Start point 1000 000 1000 000 39 383 Pt wo ECJ OK Coord Inverse End point 1000 000 1000 000 10 000 Pt READ REC OK Coord Inverse Azimuth 0 0002gon HD 0 000ft VD 29 383ft NEXT OK 3 Input coordinates of the start point and press F3 REC to record the data in the list if necessary You could press F1 READ to read the existed data Press F4 OK to set 4 Input coordinates of the end point See the previous step 5 The inversed value will display Press F3 NEXT to continue press F4 OK back to menu mode 65 17 Polar Coordinates Calculation The coordinates of the end point could be calculated according to input azimuth dista
16. 1 Input line Elm iras 74 20 22 Input Circle Blemil eae 75 20 2 3 Input Spiral Element ii n n a 76 20 2 4 Road Horizontal Element Editing ooooonnncnnoconocccionnconncconocono nono ccnnncnnno 76 20 3 Input Road Vertical Elements io rindi 78 20 3 1 Input Vertical Road Element skeet hiecsa chasis 78 20 3 2 Edit Vertical Road Element c cscc ssecccctsssccsssccsssvesnnseusledstessseeeiceedacesstertns 79 ZO ARO AG Calculation E A he Santos e OAT 81 20 4 2 Additional Station Setting ccccccssssccsescseccssssssstscsssessccssressaaseensones 82 20 4 3 Road Calculation sacs At 83 20 5 Road Staking Out Data View oooooonocccococonccconccconoconanonnnonnnccono conc nonncconccnns 84 20 6 ROG stake AAA PP eari eE as EN 85 20 7 Road File Minami Ae 86 20 7 1 a O 86 20 7 2 Rename a Road File ninien ee 87 EDS aR Oa PANS sates ki 2 Sc O A i 88 20 7 A Delete all Road Piles ui id 89 Die Ra icin ely E enolate une ncianaes 90 21 1 Record Occupied Dit a 90 21 2Collect Angle Dita 91 21 3 Distance amp Coordinate Data tidad lavas 92 21 4 Record de 93 219 View Data sadist series A A e cate a aR ia 94 216 Select OD a hnne E E vo ide ga wale ai 95 22 JOB Management rl o eai 96 22 A Storage Media Se Etc teii a E e 96 22 P Selecta JOB ia 97 22 3 NT E A E 98 2A Deleted O Dt EAS AA a E a es 99 DD Output A e Gu a 100 2220 File CODY AA A A I 101 22 7 Connect PC via USB Pott conxcGencescnsedel torsos It 102 23 Known Data Mani inesaeaeedeatanosnnes
17. 20 4 Road Calculation 20 4 1 Input the road width element Road Define 1 Horizontal Curve 2 Vertical curve 3 Road Calculation RoadCal Calc STATION 0 000 SPAC 0 000 m WI DEJPEG FISTILAST ADD Wide I nput STATION 0 000m Lwide 3 000m Rwide 4 000m ENT SPile 0 000 100 000 EJ FI ST LAST ADD RoadCal Calc STATI ON 0 000 SPAC 0 000 m WI DEJPEG 1 Make sure the instrument is in Road Define menu select 3 Road Calculation 2 Press F1 WIDE to road width setting menu Press F1 FIST key the cursor will move to the first element Press F2 LAST key the cursor will move to the last element Press F3 Del key to delete the selected element Press F4 ADD key to add a new vertical element 3 Press F4 ADD to enter road wide inputting menu 4 Input the parameters of road width STATION the road will take this width begin from this point to next road width element Lwide left width Rwide right width Press F4 ENT key to confirm 5 Repeat step 4 to input other road width 6 Press ESC back to road calculation menu 81 20 4 2 Additional Station Setting Some special stations can be calculated and stake out the setting procedures are same with road width element inputting but their result are different for road width element the inputted parameters are available from setting station to next element but for additional station setting the inputted parameters are available
18. 3 EDM 4 JOB select 4 Select 1 Occ coordinate to input the Coord 1 Occ coordinate occupied coordinates instrument height and target 2 Set H angle height in corresponding field 29 Occ Coordinate 5 Press F3 REC to record the data in active A 000 occupied data list see 18 1 Record Occupied 0 000 Data You could press F1 READ to read the existed 1 500m data for occupied point from memory 1 400m You could also press F2 RES to enter Resection program to get the station point coordinate see 12 Resection Press F4 OK to confirm your setting How to read the existed data Known point data coordinate data and instrument occupied data in the current JOB and coordinate search JOB can be read Confirm that the JOB containing the coordinates you wanna read is already selected in coordinate search JOB see 22 2 Select a JOB Occ Coordinate 1 Press F1 READ when inputting the coordinate 0 000 0 000 0 000 1 500m 2 The list of existed coordinate displays as shown 1 400m left Occ Occupied data saved in the current JOB or in the coordinate search JOB Coord Measured coordiante data saved in the current JOB or in the coordinate search JOB Pt Known point data saved in the current JOB or in the coordinate search JOB 9 t P Press keys 7 to move one by one 4 i Press keys A V to turn the previous next page Press Fl to switch betw
19. 9999 999 The max length of code and user is 16 characters Date and time are not allowed to change here Weather options Fine Cloudy Flurry Rain Snow Wind options Calm Gentle Light Strong Gust The temperature range 30 60 C The pressure range 500 1400 hPa mbar 375 1050 mmHg 14 8 41 3 inch Hg 7 3 20 3 Psi 9 The ppm range 499 499 ppm 21 2 Collect Angle Data 9490900900 1 Enter into record mode The active JOB will Meas PC 0 0 ppm 0 3 A SD a VA 302 5432gon PS EDM e on rm U 2 Select 2 Angle data then aim at the target the REC JOB MY o T 1 0cc data angle will display in real time 2 Angle data 3 Collect Points 4 Note 5 View 3 Press F4 REC to input the following items point 6 OB select display number target height and code press Fl OK to save data REC Angle Free 44000 You could press F1 AUTO to perform this process VA 148 7080gon directly if PT code and tgt H are unnecessary to HA 352 4228gon Pt PPO1 re set Tgt H 1 45ft Code NO Press F2 0SET to set horizontal angle as 0 OSET 4 Repeat step 3 to collimate and collect other points angle data 91 21 3 Distance amp Coordinate Data Procedure of recording distance amp coordinate data Meas PC 0 0 1 Press F4 REC on P3 in basic measurement mode ppm 0 to enter into record mode The active JOB will al display SD a VA 302 5432gon os HA O sally CL Cl e Cit
20. Aim at the cross hairs of collimator or the obvious target at a distance VA should be about 10 Read the face left angle V1 and face right angle Vr 3 Calculate the index error according to the formula below i VI Vr 360 2 4 IfI lt 10 no adjustment is necessary or you have to adjust it II Adjustment by program Set up the instrument on tripod or adjustment platform and level it accurately Config 1 Meas condition 1 Press key Cnfg to enter into config mode 2 1 nst config 4 Com setting 2 Select 3 Inst adjust to set instrument basic 5 Unit a 6 Date amp Time parameters Two items display Inst adjust L Tilt q 3 Select 2 1 ndex error correct 2 1ndex error correct Index error correct 4 Sight a reference point in face I and press F3 OK VA 95 8860gon HA 115 4506gon Take F1 Index error correct 5 Sight the reference point in face Il Rotate the VA 295 8860gon instrument 180 200gon and sight the same point HA 115 4506gon then press F3 OK Take F2 lI 118 6 Press F3 YES to set the correction and press F4 Index Error NO to give up Old 0 0048gon New 0 0012gon Set 26 11 EDM Optical Axis and the Telescope Sighting Axis Error It is necessary to check this error after the adjustment of telescope reticle error I Check For RTS680 series 1 Install the instrument at the tripod or a stable device and level it accurately then turn on the instrume
21. F2 External SD lt NO SD CARD gt 96 will display 3 At power on mode if you insert or pull out the SD card lt SD INSERT gt or lt SD is pulled out gt will display but these operations are not recommended 4 All the menu for internal memory or external SD card are same 22 2 Select a JOB The active JOB or coordinate search JOB could be selected The data known data measured data occupied data coordinates note etc are recorded in the active JOB and user is able to search and read coordinate in the coordinate search JOB when coordinate measuring resection or stake out NOTE There are 20 JOBs in total the factory default setting is JOB1 The default names are JOB1 JOB2 JOB20 you can rename them if necessary Scale factor could be set for every JOB but only the one of the active JOB could be modified Here is the equation used to calculate the data HD2 HD1XS F Where HD2 corrected horizontal distance HD1 measured horizontal distance S F scale factor Procedure of JOB selection and scale factor setting Memory A 1 Press F3 MEM in the status mode to enter into 2 Known data memory management 3 Code s 4 Storage Media Select 5 USB 2 Select 1 JOB to enter JOB management JOB 3 Select 1 JOB select to set an active JOB and a 1 OB select 2 OB rename coordinate search JOB 3 OB delete 4 Download 5 Com setting 6 File Copy 4 Press F1 LI
22. Qu REC JOB MY 1 0cc data 2 Angle data 2 Select 3 Collect Points 4 Note 5 View 6 OB select 3 Aim at the target and press F2 DIST to measure distance and then REC will display at the last line REC Dist C Free 43997 press F4 REC to input the following items point N 5 000 number target height and code press Fl OK to E 5 000 dat Z 5 000 save data Pt D10 code NO002 kaal You could press F1 AUTO to perform this process DI ST OFST directly if PT code and tgt H are unnecessary to re set 4 Aim at other targets repeat step 3 to collect other points NOTE 9 After performing the process once both distance measurement data and coordinate data are recorded into memory as the same Pt Distance measured data is recorded firstly and then coordinate data is recorded Press FUNC key the screen will switch between coordinate mode and distance mode REC Dist C Free 43995 SD 19 655 VA 81 26 35 HA 359 48 04 Pt D10 Tgt H 1 45ft Code NO002 92 21 4 Record Note Procedure of recording note Meas PC 0 0 1 Press F3 REC on P3 in measure mode to enter ppm 0 into record mode The active JOB will display SD VA 302 5432gon lI HA O ills CL P3 Cl a Cit td REC JOB MY 2 Select 4 Note 1 0cc data 2 Angle data 3 Collect Points 5 View 6 OB select 3 Input note and press Fl OK to save The max REC Note Free 13996 ROA
23. The sharp temperature changing on the instrument or prism will shorten the distance measurement range for example after taking the instrument out from a warm car to a cold condition wait for some time it can be used when it adapts the surrounding condition The noise from the instrument When the instrument working it is normal if you hear the noise from instrument motor it will not affect the instrument work 9 Stored data responsibility FOIF should not be held liable for the lost data because of wrong operation 1 2 Definition of Indication For the safe of your product and prevention of injury to operators and other persons as well as prevention of property damage items which should be observed are indicated by an exclamation point within a triangle used with WARNING and CAUTION statements in this manual The definitions of the indication are listed below Be sure you understand them before reading the manual s main text Ignoring this indication and making an operation error could possibly result in death or serious injury to the operator Ignoring this indication and making an operation error could possibly result in personal injury or property damage N WARNING e Do not perform disassembly or rebuilding Fire electric shock or burns could result Only FOIF authorized distributors can disassemble or rebuilt e Do not collimate the sun directly The eye injury or blind could result e Do not cover th
24. e Do not drop the instrument or tripod series damage could result Before use it check the central screw is tight 1 3 Safety Standards for Laser OTS series OTS680 series adopt the class of Laser Product according to IEC Standard Publication 60825 1 Amd 2 2001 According this standard EDM device is classified as Class 3R Laser Product when reflectless measurement is selected when the prism and reflective sheet is selected as target the output is equivalent to the safer class 1 Follow the safety instructions on the labels to ensure safe use CAUTION CLASS 3R LASER RADIATION WHEN OPEN AVOID DIRECT EYE EXPOSURE CAUTION CLASS 2 LASER RADIATION WHEN OPEN DO NOT STARE INTO THE BEAM Laser emit CAUTION Note for Safety ZA WARNING e Never point the laser beam at other s eyes it could cause serious injury e Never look directly into the laser beam source it could cause permanent eye damage e Never stare at the laser beam it could cause permanent eye damage e Never look at the laser beam through a telescope or other optical devices it could cause permanent eye damage 1 4 About User 1 This product is for professional use only The user is required to be a qualified surveyor or have a good knowledge of surveying in order to understand the user manual and safety instructions before operating inspecting or adjusting 2 Wear required protectors safety shoes helmet etc when operating 1 5 Exc
25. for all JOBs 50 codes can be inputted 108 24 2 Clear all Codes Procedure of clearing all codes Memory 1 Press F3 MEM in the status mode to enter into 1 OB 2 Known data 4 Stor Medi lect o pala Selec 2 Select 3 Code to enter into code management memory management 3 Select 2 Clear list Code 1 Code Edit 2 Clear list 4 Press F3 NO back to previous mode Press F4 YES to delete all codes recorded in memory of all JOBs completely Clear all codes Confirm to delete 5 If you select 1 Code Edit you will find no code ool te 002 inside 003 004 005 006 007 DERG wold Sy PEN 109 25 Warning and Error Messages Low Signal Please accurately re sight the target Same coordinates The coordinates of the backsights are the same please re define or re input Out of value The difference value of coordinates is over range Out of range The stake out height is over range Need 1st obs During missing line measurement the observation of the starting position was not completed normally Sight the starting position accurately and press OBS to perform the measurement again Change 1st obs During missing line measurement the observation of the target was not completed normally Sight the target accurately and press MLM to perform the measurement again Need prism obs During REM measuring the observation of
26. offset point or press F4 OK to the next step 7 Input distance and direction of offset point Dist horizontal distance from the target point to the offset point 2 Direc direction of the offset point lt on the left of the target point gt on the right of the target point in front of the target point f at back of the target point 8 Press F4 OK to calculate and display the distance and angle of the target point 9 Press Fl Press F2 Press F3 Press F4 REC to save NEZ to display NEZ coordinate NO back to step 6 YES back to offset mode m A m 9 2 Angle Offset Measurement Sighting the direction of the target point to find it from the included angle Set offset points for the target point on the right or left sides of and as close as possible to the target point and measure the distance to the offset points and the horizontal angle of the target point 43 Target point Offset p oint Target A Offset point 4 ES A Instrument station Procedure of Menu 1 Coordinate 2 Stake out 3 Area 5 MLM 6 REM 7 Resection Offset 1 0cc Orientation 2 Offset Dist 3 Offset Angle 4 Offset 2Dist Offset Angle SD 10 186m VA 90 0000gon E HA 64 5154gon HI Aim at target Offset Ang SD 13 511m VA 346 9636gon HA 249 0298gon RS 054 HOY EE angle offset measurement 1 Set the offset points close to the target point making sure the dist
27. only for setting station 1 Make sure the instrument is in Road Define menu Road Define 1 Horizontal Curve 2 Vertical curve 3 Road Calculation select 3 Road Calculation 2 Press F2 PEG to enter additional station setting menu RoadCal Calc STATI ON 0 000 Press F1 FIST key the cursor will move to the first SPAC 0 000 m element Press F2 LAST key the cursor will move to the last element Press F3 Del key to delete the selected element Press F4 ADD key to add a new vertical element WI DEIPEG 3 Press F4 ADD to enter road wide inputting menu FI ST LAST ADD Wide Input 4 Input the parameters of road width STATION the road will take this width begin from STATION 155 500 Lwide 10 000m this point to next road width element Rwide 10 000m Lwide left width Rwide right width ENT Press F4 ENT key to confirm SPile LW 155 500 10 000 5 Repeat step 4 to input other road width ED 6 Press ESC back to road calculation menu 82 20 4 3 Road Calculation After design the road input the interval to calculate the staking points 1 Input the interval of staking points on the road RoadCal Calc STATION 0 000 SPAC 20 000 m WI DEIPEG 2 Press F4 ENT to calculate calculating will Road Define 1 Horizontal Curve 2 Vertical curve back to previous menu automatically 3 Road Calculation display until Cal complete appear the program go NOTE If following displa
28. press F4 RES at P3 directly Menu 1 Coordinate 2 Stake Out 3 Area 4 Offset 5 MLM 6 REM 2 Select 2 Elevation and input the known point Resection 1 NEZ 52 No 1Pt Z Pt Tgt H READ MEAS Resection No 1PT Resection No 1Pt SD 10 188m VA 189 9284gon E HA 47 2432gon Tgt H Py CALC NO FYE S Occ Coord 3 After setting the elevation for the first known point press F3 NEXT to set the second point data 4 After all known points data have been set press F4 MEAS Press F1 READ to read existed coordinate data 5 Sight the first known point and press F1 DIST to begin measurement The measured data are displayed 6 Press F4 YES to use the measured data of the first known point data Press F3 NO to re measure the point You can also input target height here After finishing two measurements CALC will be displayed 6 Press F1 CALC to calculate Instrument occupied elevation and standard deviation are displayed 7 Press F1 NEXT to add other known points Press F3 REC to record the calculated result Press F4 OK to finish elevation resection Only Z elevation of the instrument occupied coordinate is set N and E values would not be overwritten 53 12 3 Resection Calculation Process The N E coordinates are found by angle and distance measurement equations and the instrument occupied coordinates are found using the least squares metho
29. range good condition Mini reading Accuracy Measurement time Temperature unit Pressure unit Temperature input range Pressure input range Prism constant condition 10 brightness levels Absolute encoder 79mm degree gon mil selectable 1 5 10 selectable 0 0001 0 0005 0 001 selectable 0 2mgon 1mgon 2mgon selectable Both circles adopt diametrical detection 681 1 682 2 685 5 m ft selectable Single prism 1 to 3000m Fine mode 1mm 0 01 ft Tracking mode 10mm 0 1 ft 1 5mm 2ppm D 1mm ppm D optional Fine Rapid Tracking 1 5s 0 9s 0 5s Initial 3s C T selectable hPa mmHg inchHg selectable 30 C to 60 C 1 C steps 510hPa to 1066hPa 1hPa setps 99 9mm 99 9mm Refraction and earth curvature correction OFF 0 14 0 2 selectable Reflecting prism constant correction 99 9mm to 99 9mm 121 Level vial sensitivity Plate level Circular level Compensation System Range Optical plummet Optional Accuracy Image Magnification Focusing range Field of view Laser plummet 2 Accuracy Laser class Focus range Laser wave length Display LCD Illumination Memory Internal memory External SD card Data communication T O Power Battery Voltage Continuous operation time Chargers Charging time Others CPU EDM technology 30 2mm 8 3mm Liquid dual axis 3 0 8mm 1 5m Erect 3x 0 5m o lt 4 1mm 1 5m Class 2 1EC60825 1 0 5m o
30. red laser Carrier wave 660nm Measuring system Digital signal System analyzer Multi object recognizing technology Mini reading Fine mode Tracking mode Distance unit Temperature unit Pressure unit Temperature input range Pressure input range Prism constant condition Refraction and earth curvature correction Reflecting prism constant correction Level vial sensitivity Plate level Circular level Compensation 129 Imm 0 01 ft 10mm 0 1 ft m ft selectable C T selectable hPa mmHg inchHg selectable 30 C to 60 C 1 C steps 510hPa to 1066hPa 1hPa setps 99 9mm to 99 9mm OFF 0 14 0 2 selectable 99 9mm to 99 9mm 30 2mm 8 2mm Dual axis System Range Optical plummet Optional Accuracy Image Magnification Focusing range Field of view Laser plummet Accuracy Laser class Focusing range Laser wave length Display LCD Memory Internal memory External SD card Data communication I O Power Battery Voltage Continuous operation time Chargers Charging time Others CPU EDM technology Working temperature Dimension Weight Water proof Liquid type 3 0 8mm 1 5m Erect 3x 0 5m 4 1mm 1 5m Class 2 TEC60825 1 0 5m o lt 635nm 8 linesx24 characters 60000 points 60000 points RS 232C USB SD card Bluetooth optional 3 3400mAh Li ion Rechargeable battery 7 2V DC 9 hours At 20 C FDJ6 Li 100V to 240V 50 60Hz Approx
31. targets model when measuring BS 1 Delete the character at the left of the cursor when inputting 2 Open electronic level menu Space 1 Inputa black space when inputting 2 Input the target or instrument height Func Turn page ENT 1 Select Accept input data 2 Accept the option when selecting 11 3 3 Display The LCD could display 8 lines with 24 characters per line In measurement mode it displays some common information in above 7 lines and displays soft functions in the last line Status screen Basic measure mode Measuring Instrument model FOIF OTS680 S N Y100006 Ver Application software version Date 08 15 2006 Time 10 01 59 a i power JOB JOB1 The active JOB MS MAI Target type SD Current memory VA Face 11 HA PIEN ELN AA Ed 24 EJ Measuring now 12 3 4 Mode Diagram Meas mode FOIF OTS680 S N Y100006 MEAS Ver 10 04 26 Date 08 15 2006 y Time 10 01 59 JOB JOB1 ESC Se fe MEM ESC Memory 1 J OB 2 Known data 3 Code 4 Storage Media Select 5 USB OB J OB select J OB rename J OB delete 4 Download 5 Com setting 6 File copy J 1 2 3 Known data 1 Key input JOB 1 2 Com input 3 Delete 4 View 5 Clear 6 Com setting Code 1 Code Edit 2 Clear List Meas PC 0 ppm 0 DE SD VA lI HA P1 IS SENA SEI OSE CD MEN CO EE EDMJO C CJOFST REC 1 0cc data 2 Angle data 3 Collect Points 4 Note 5 View 6 OB select
32. the diagonal line which is the required atmospheric correction value 1050 y 1000 fies 0 om A 0 b a 950 Z 500 7 Lao 900 i v im 1000 w a js 5 2 850 2 2 o i 1500 5 a gt 800 5 o a 2000 i 750 PE 2500 i 700 T 2 Y 3000 650 Ai 20 10 0 10 20 30 40 50 Temperature C For RTS series be fe a w uoe m PEH LEO F fat ame 7 Ld LA Bu Pa DADES a E S Jj d Ad A oe Ae PL LA eee ee SP 4s ees eee eee ZA oe Pe A E N N H N y y IIS IF 11 1411111114 ae eee Pane Ve O 2 Pee ees edy ainssald cd E E 0 O as O E e aa O O 0 O A eee Pa eee 20 LECL 500 20 30 40 50 10 10 Temperature C For OTS series 133 Appendix II Correction for refraction and earth curvature Considering the correction of refraction and earth curvature for distance measurement the formula for slope distance horizontal distance and vertical distance applied in the instrument are as followings SD DoX 1 ppmX10 mm SD Displayed slope distance m Target Do Real measured distance m ppm Scale coefficient mm km gt mm
33. the last measured point as NO YES new starting point or press F3 NO to give up 48 11 REM REM is a function used to measure the coordinate and height to a point where a target cannot be directly installed such as power lines overhead cables or bridges etc Target point B Here is the equation used to calculate the data presented in above figure Ht H1 Scosaltga2 Ssinal Menu 1 Coordinate 2 Stake out 3 Area 4 Offset 5 MLM 7 Resection REM Need prism obs D HD Procedure of REM 1 Set a target directly under or directly over the object and measure the target height with a tape measure etc 2 Press F2 MENU on P2 of the basic measurement mode then select 6 REM on P1 to enter into REM status 3 Reference point measurement Aim at the prism accurately and press F4 MEAS to measure distance Press F4 STOP and the measured data are displayed Press F4 MEAS to re measure 4 Aim at the target accurately and press F2 REM The height from ground to the target is displayed in Ht Press F4 MEAS to repeat and press key ESC back to menu mode 49 12 Resection Resection program is used to determine the coordinates of an instrument station unknown by measuring several known points Coordinate data in memory could be read Input Coordinates of known points Xi Yi Zi Measured HA Hi Measured VA Vi Measured distance Di Output Coordinate of occupie
34. the target was not completed normally Sight the offset point accurately and press MEAS to perform the measurement again No Free Space There is no more space to enter data Record the data again after deleting unnecessary data from the JOB or coordinate data from memory No data When searching for coordinate data or searching for code data the search stopped either because the item in question does not exist or the data volume is large 110 26 Check and Adjustment 26 1 The Instrument Constant I Check It is suggested to observe and compare the instrument with a testing baseline which is set on stable ground with a particular accuracy though error is not generally included in the instrument constant If the testing line is unavailable you can select a flat place and set up the instrument and a target in the same height 1 Select a point B on the approximately horizontal line AC with about 100 meters long Measure the distances of lines AB AC and BC 2 The instrument constant can be calculated instrument constant AB BC AC 3 Repeat steps 1 and 2 ten times and get the average value for instrument const if the average value is within 3mm adjustment is unnecessary 4 If the difference is over 3mm after the preceding operations it is necessary to reset the instrument constant Il Adjustment If the instrument const is necessary to reset please contact FOIF service representative to perform that
35. to the cross mark correct only one half of the displacement in this manner 5 Repeat operation 3 4 until the instrument keeps leveling and the laser spot coincides with the cross mark when rotating alidade of instrument to any direction 26 7 Vertical Cross hair on Telescope I Check 1 Set the instrument up the tripod and carefully level it 2 Set a point A front the instrument 50m apart 3 Collimate the point A and adjust the vertical tangent screw If the point appears to move continuously on the hair adjustment is not required Otherwise adjust it 114 II Adjustment 1 Set the instrument and set the point A front the instrument 50m apart 2 Take off cover of telescope eyepiece there are 4 screws for the reticle part 3 Loosen all four fixing screws slightly with the cross screw driver 4 Revolve the eyepiece section so that the vertical cross hair coincides to point A finally re tighten the four screws 5 Repeat the checking and adjusting until there is no deviation NOTE After the adjustment of cross hair please check the collimation error and vertical index error see 27 11 EDM Optical Axis and the Telescope Sighting Axis Error Eyepiece Fixing screws Fixingscrews 26 8 Horizontal Collimation Error C If the telescope s sight line isn t perpendicular to the horizontal axis the collimation error will appear The assembling transportation and operation will cause this error
36. users recharge the battery full or prepare several full batteries before operation The battery symbol only indicates power capability for current measurement mode The power consumption in distance measurement mode is more than in angle mode if the instrument enters into distance measurement mode from angle mode the power maybe auto off because of lower battery The symbol only indicates the supply power but not the instantaneous power change And if the measurement mode changes the symbol will not show the power s decrease or increase immediately It is suggested to check every battery power before field work 2 1 2 Replace the Battery 1 Remove the battery Press the button downward as shown left 2 Remove the battery by pulling it toward you 2 Mount the battery Insert the battery to the instrument 2 Press the top of the battery until you hear a Click As above figures show connect the charger and the battery then plug the charger into the outlet of 110V 220V AC power supply recharging will begin NOTE 9 For anew or long time no use battery in order to fully extend its capacity it is absolutely necessary to carry out 3 to 5 complete charging discharging cycles and the charging time must be 10 hours at least each time The indicator light on the charger will illuminate three separate colors for varies mode conditions Solid Red Light indicates that the charger is working Solid Gre
37. value And it displays as the horizontal angle The range and format of the input value gon 0 399 9999 degree 0 3595959 mil 0 6399 990 3 Sight the ye target The horizontal angle from the ge target to the value set as the horizontal angle is displayed NOTE Pressing HOLD performs the function as above The horizontal angle is in hold status when HOLD is flashing press HOLD again to releasse the hold status same 26 5 Distance Measurement Please set the following items before distance measurement e Measurement condition See 3 8 1 Measure Condition Setting e EDM See 3 8 6 EDM setting Procedure of distance measurement Meas SD HD lI VD P1 DI STIS H V1 SAZ VEL Meas PC 0 ppm 0 SD 10 329m HD 7 009m VD 7 586m PUE UNA SAZ VEL Meas ppm 0 SD 10 329m HD 7 009m VD 7 586m DI STIS H V1 ELN 24 VEL 1 Aim at the target press F3 SHV2 the display mode of basic measurement will change to SD HD VD mode and then press Fl DIST to start measure distance 2 The symbol moves continually when measuring distance Distance measuring mode prism const and ppm value are also presented 3 Press F4 STOP to finish measurement The SD HD and VD will display as shown left 4 Press F3 SHV2 SD HD VD and SD VA HA are displayed alternatively 27 NOTE Make sure that the target setting in the instrument matches the type of target used
38. which a line extending from the required point intersects the baseline at right angles X direction Offset Distance from the required point to the position at which a line extending from the required point intersects the baseline at right angles Y direction Procedure of stake out Stake out line 1 Select 3 Stake out line after defining a 1 0cc Orientation baseline 2 Define baseline 3 Stake out line r 2 Select 1 Point Stake out line Stake out line 3 Input values of length and offset then press F4 Length OK the coordinate of the required point is calculated Offset and displayed 60 Stake out line 4 Press F3 REC to record the value as a known point see 20 1 Input Known Point Coordinate by Keys Press F4 S O to stake out the required point see 7 Stake out Measurement Press key ESC to continue 14 3 Stake out Line Line Stake out line line tells how far horizontally the measured point is from the baseline and how far vertically the measured point is from the connected line Make sure to define a baseline before this operation Measured point ffline ength Offset horizontal direction Profile view Measured point Ist Pt Offline A positive value indicates the point is on the right of the baseline and a negative value indicates it is on the left Cut indicates that the point is below the baseline Fill indicates that the point i
39. would be taken as the occupied point after transferring to point 2 and the previous occupied point will be taken as the backsight point the azimuth angle will be calculated and set N Known point A P3 P1 a P2 Azimuth Occupied point PO 0 0 0 15 1 Save Coordinate Here is the operation of how to measure the foresight point and save it in the list Procedure of saving coordinate Meas PC 0 ppm 0 1 Press F2 MENU on P2 of the basic measurement y de SD 33 417 PM mode VA 300 9994gon HA 44 6568gon P2 IMENUJHOLDJHSETIE D M Menu P2 1 Point projection 2 Line stakeout A Inverse 2 Turn to P2 select 3 Traverse 5 Polarize Traverse 2 Read coord 3 Press 1 Save coord 63 Save coord VD 29 183ft VA 315 3212gon E HA 64 5876gon I DI ST Save coord VD 19 682ft VA 159 9150gon ff HA 68 0594gon gt I MEAS Save coord 15 2 Read Coordinate 3 Aim at the target point and then press F1 DI ST You can press F4 I HT to re input instrument height or target height here 4 Press F4 SET to save the data or press F3 REC to record it in the list 5 Press F3 NO back to the previous mode and press F4 YES to set the data Set the measured foresight point in the saved coordinates list as the occupied point and the previous occupied point becomes the back point Traverse 1 Save coord 2 Read coord Read coord HA 0 0002gon
40. 00 KEMEN 560 510 JOB7 0 Known data JOB JOB6 1 Key input 2 Com input 3 Delete 5 Clear 6 Com setting Pt Pt Pt Pt Pt Pt S1 Pt S2 TO PILASTISRCH NEXTIPREV 1 Press F3 MEM in the status mode to enter into memory management 2 Select 2 Known data job list will display Select one Job you want to operate press ENT key to confirm known data menu will display you can see the active JOB on the second line 3 Select 4 View and all known points of the current JOB will display 4 Select a required point Here Press Fl t P key to change the function of A and Y keys if it is light press A or Y to move cursor between adjacent points If it is back light press A or Y key to move cursor to display adjacent pages Press F2 TOP key to move cursor to first point Press F3 LAST key to move cursor to last point Press F4 SRCH key to enter the serial number PT to look for the point 5 The coordinate and point number will display Press F1 NEXT to display the next point data Press F2 PREV to display the previous point data 106 23 5 Clear all known points data Procedure of clearing all known points 1 Press F3 MEM in the status mode to enter into Memory 1 J OB memory management 3 Code 4 Storage Media Select 5 USB 2 Select 2 Known data job list will display JOB selection DAFENG Select one Job you want to operate press ENT key
41. 103 23 1 Input Known Point Coordinate by Keys oooooonocccincccooccnonaconaconnconnncnnnnoo 103 23 2 Input Known Point Coordinate via RS 232C ooooccococococaooccononononanonnnnnnons 104 23 3 Delete known point coordinate ooooocnocccnoccnocaconnnoonnonncconcoconocnnncnnncconncnns 105 23 4 View known points data in 106 23 5 Clear all AA A tee cath anti acted 107 24 Code Management utente arnionnes 108 24 1 Edit Code MISE sia co ee Oi ie i et ce sted Nae ed a 108 24 2 Clear all Codes a 109 25 Warning and Error Messages eses ind idos 110 26 Checkand AAA N 111 a AAA O ace tts toate lal acs ta 111 26 2 Tubular Led iaa 112 A A cue ae eae eee 112 264 The Optical SM ltda 113 26 5 Optical Plommet as Sa toe estan a 113 26 6 Laser Plummet optional iii 114 26 7 Vertical Cross hair on Telescope ocoooonooccnocinococonoconcnononononoconocnnn cono ncnnnonns 114 26 8 Horizontal Collimation Error Conrad ia das 115 A EUR T sees ois ae ta Sed Fa Ns rte SA Salta tact 116 26 10 Vertical Index Error ii da 117 26 11 EDM Optical Axis and the Telescope Sighting Axis Error 119 27 Technical Data A A iene 121 DO ae I A O E a ae 131 Appendix I Atmospheric correction formula and chart Just for reference 132 Appendix II Correction for refraction and earth curvature ooo 134 Appendix III Connect the TS680 series with PDA eceeceseereeeeeeteeeee 135 1 Precautions for Safety 1 1 Note 9 Don t collimate the sun dire
42. 4 hours 32 bit Digital signal processing single mainboard 20 50 C 220x184x360mm WxDxH 5 5kg IP55 IEC60529 Laser plummet mounted on the bottom of the vertical axis 3 Bluetooth 130 28 Accessories e Carrying case e Battery e Charger e Adjusting pins e Cleaning cloth e Screwdriver e Wrench e Silica gel e Certification e Packing list e Instruction manual e CD ROM eRS 232C Communication cable e Reflective sheet RP30 e Reflective sheet RP60 e Laser caution sign board 131 1 pcs 2 pes 1 pes 2 pcs 1pcs 1 pes 1 pes 1 pes 1 pes 1 pes 1 pes 1 pes 1 pes 4 pcs only for OTS680 series 1 pcs only for OTS680 series 1 pcs only for OTS680 series Appendix I Atmospheric correction formula and chart Just for reference Factory setting temperature 20 C pressure 1013hPa Oppm The correction Kpt 274 417 0 2905 p 1 0 0036 t ee RTS Kpt 278 960 0 2902 p 1 0 0036 t cee OTS Where p Pressure value hPa t Temperature value C Kpt Atmospheric correction ppm Example t 20 C p 1013hpa LO 1000m Then Kpt 0ppm RTS Kpt 4ppm OTS L L0 1 Kpt 1000x 1 0x10 6 1000 000m RTS L LO0 1 Kpt 1000x 1 4x10 6 1000 004m OTS The atmospheric value is obtained easily with the atmospheric correction chart Find the measured temperature in horizontal axis and pressure in vertical axis on the chart Read the value from
43. 680 series to test the communication if they can not communication check the cable connection and parameters to try again NOTE These designs figures and specifications are subject to change without notice We shall not be held liable for damages resulting from errors in this instruction manual 136 FOIF Suzhou FOIF Co Ltd Tel 86 512 65224904 Fax 86 512 65230619 86 512 65234905 E mail internationalsales foif com cn Web http www foif com cn 150 9001 LO TIOT
44. 685 Ss Distance Measurement with Reflectors Range Reflector Laser class Range A Range B Range C Standard prism Class1 IEC 60825 1 1800 3000 3500 Standard mode Standard prism Class2 IEC 60825 1 3000 5000 6000 Long mode Reflector sheet Class2 IEC 60825 1 800 1000 1200 60mmx60mm Mini prism Class1 IEC 60825 1 800 1000 1200 Shortest measuring distance 1m Atmospheric conditions Range A Strong haze visibility 5 km or strong sunlight severe heat shimmer Range B Light haze visibility about 20 km or moderate sunlight slight heat shimmer Range C Overcast no haze visibility about 40 km no heat shimmer 127 Accuracy Accuracy refers to measurements to standard reflectors Laser class EDM measuring Standard deviation Measurement mode 18017123 4 time typical s Condition B Prism Standard 1mm 1 Sppm 1 0s 5 0s Standard mode Prism Fast 3mm 1 5ppm 0 5s 3s Class1 IEC 60825 1 Sheet Standard 2mm 2ppm 1 0s 5 0s Sheet Fast 5mm 2ppm 0 5s 3s Long mode Prism Standard 2mm 2 5ppm 0 7s 6s Class2 IEC 60825 1 gt 3 5km Beam interruptions severe heat shimmer and moving objects within the beam path can result in deviations of the specified accuracy Distance Measurement without Reflectors Non Prism mode Range Kodak Gray Card Laser class Range D Range E Range F White side 90 reflective Standard mo
45. Coord 4 Press key ESC back to the previous mode Table 3 1 List of measurement condition setting Item Options 1 Dist mode SD HD VD 2 Tilt adjust XonYon XonYoff XoffYoff 3 Refr coeff 14 20 No 4 VA display Zenith VA V90 5 HA display HAR HAL 6 HA buzzer No Yes 7 Coord N E Z E N Z 1 Min reading 1 15 10 f 0 0002g 0 001g 0 002g 0 005mil 0 02mil 0 05mil 2 ppm correct No Yes auto correct ppm by sensors or not Code effect The manual input code is available once or always Vdist mode Display mode of vertical distance to instrument center or to the ground NOTE 9 Every first options with the symbol are the factory setting 3 8 2 Instrument Basic Setting Config 1 Press key Cnfg to enter into config mode 1 Meas condition 3 1 nst adjust 2 Select 2 Inst config to set instrument basic 4 Com setting parameters Three items display 5 Unit 6 Date amp Time 7 Key Function Inst config 1 Auto off 15min 2 LCD contrast 9 3 Reticle adjust 7 3 Change the settings if necessary Press keys y to select items and press keys to set the options 4 Press key ESC back to the previous mode Table 3 2 Option list of basic setting Item Options 30min No Smin 10min 15min 1 Auto off The instrument would power off automatically to save battery if no operation in set
46. D S O VD measured height difference height difference of stake out data NOTE Stake out data can be input in various modes SD HD VD coordinates and REM measurement EDM settings could be set in this mode 7 1 Distance Stake out The point to be found based on the horizontal angle from the reference direction and the distance from the instrument station Position to be stake out Adistance Reference direction Present target position Al Distance to be stake out Instrument station 34 Procedure of distance stake out measurement Menu 1 Coordinate 3 Area 4 Offset 5 MLM 6 REM 7 Resection S O 2 S O data 3 EDM 4 JOB select S O 1 Occ Orientation 2 S O data 3 EDM Stake out 1 Height 2 Angle amp Dist 3 Coord S O SD SD 5 000m Ang 20 0000gon Tgt H 0 000m 0 000m 0 0000gon S O dSD S O dHA SD g VD 149 3610gon gt HA 334 9916gon I uN Bu _OK 1 Press F2 MENU at P2 in the measure mode Select 2 Stake out 2 Select 1 Occ Orientation Input the occupied orientation data see 6 1 Input the occupied point data Then set the azimuth angle of the backsight point see 6 2 Azimuth setting 3 Select 2 S O data 4 Select 2 Angle Dist Press F2 SHV to shift between S O SD S O HD S O VD Input the following items SD HD VD distance from the instrument station to the position to b
47. D100 length is 60 characters NOTE Max note length is 60 characters 93 21 5 View Data Procedure of view data Meas PC 0 0 1 Press F3 REC on P3 in measure mode to enter ppm 0 into record mode The active JOB will display SD VA 302 5432gon HA 0 0000gon EDM OFST REC JOB MY 2 Select 5 View 1 0cc data 2 Angle data 3 Collect Points 4 Note 6 OB select 3 All recorded data of the active JOB will display Press Fl t y P key to change the function of A and W keys if it is light press A or to move Coord J5 cursor between adjacent points If it is back light TO P press A or Y key to move cursor to display adjacent pages Press F2 TOP key to move cursor to first point Press F3 LAST key to move cursor to last point Press F4 SRCH key to enter the serial number PT to look for the point 4 Select one and press key ENT to view press ESC SD 3 133m VA 84 39 42 back to list HA 352 28 59 Pt J4 Tgt H 1 45ft Code NO002 NEXTIPREV NOTE Ifthe point number is the same only the newer recorded data could be viewed The data inputted beforehand could be viewed here 94 21 6 Select job Procedure of job select Meas PC 0 0 ppm 0 SD VA 302 5432gon lI HA O a ra P3 Cl Ca Cit 04 REC JOB MY 1 0cc data 2 Angle data 3 Collect Points 4 Note 5 View 6 OB selec JOB selection S F 1 000000 Coord search JOB J OB3
48. Define 1 2 Press key 2 to save the current key setting in User Define 2 Key Save 23 Key Resume KEY FUNCTION RESUME 1 User Define 1 1 Press key 1 to resume the User Define 1 as the 2 User Define 2 current Key setting 3 Default Define 2 Press key 2 to resume the User Define 2 as the current Key setting 3 Press key 3 to resume the Default Define as the current Key setting 3 8 6 EDM Setting 1 Press Fl MEAS in the status mode or select to enter into measure mode Press key Func to turn to page P3 2 Press F1 EDM to enter into EDM setting HA P1 EDMJOCCRIOFST 3 Change the settings if necessary Press keys EDM Mode Fine r to select the first three items and press keys Reflector Prism Prism const 0 Temp 20 C Pressure y ppm oe 4 Press key ESC back to the previous mode to set the options Table 3 5 EDM setting Item Options 1 Mode Fine r FineAVG 3 Fine s Rapid s Tracking 2 Reflector Prism Sheet No prism 3 Prism const 99 99 4 Temp 30 60 C 20 C 22 140 F 5 Pressure 500 1400hPa 1013hPa 375 1050mmHg 760mmHg g 14 8 41 3 inchHg 29 9inchHg 500 1400mbar 1013mbar 7 2 20 3Psi 14 7Psi 6 ppm 499 499 0 Press Fl OPPM to set temperature pressure and ppm as factory setting 24 Note Options with the symbol are
49. ENU on P2 of the basic measurement mode 2 Turn to P2 select 6 Repeat Measure 3 Press the F3 Yes key 4 Collimate the target A and press the FI OSET key 5 Press the F3 Yes key 6 Collimate the target B using the horizontal clamp and tangent screw Press the F4 HOLD key 7 Recollimate the target A using the horizontal clamp and tangent screw and press the F3 FREE key 8 Recollimate the target B using the horizontal clamp and tangent screw press the F4 HOLD key 9 Repeat 7 to 8 to measure the desired number of repetition 67 Angle Remeasure 4 10 Press F2 Meas or ESC key to return to the normal mode Ht 180 40 00 Hm 45 10 00 ES MS 35 0 Angle Remeasure 11 Press the F3 YES key Exit gt 0K 3 ED NOTE O Horizontal angle can be accumulated up to 3600 00 00 minimum reading horizontal angle right In case of 5 second reading horizontal angle can be accumulated up to 3599 59 55 O Error will be displayed when the results differ from first measurement by more than 30 68 19 Arc Staking Out Measurement Stake out a designed arc by arc staking out measurement see below figure after define the arc by 2points arc or 3points the instrument will help you move the rod to the arc Here S P Start point of arc E P End point of arc C P Circle center point of arc Station from S P to A the station on the arc computed rad
50. FOIF RTS OTS680 Power Ultra Series Total Station Instruction Manual RTS681 RTS682 RTS685 L OTS681 R300 R500 OTS682 R300 R500 OTS685 R300 R500 OTS681 R800 R1000 OTS682 R800 R1000 OTS685 R800 R1000 Ver 2 0e 2012 07 Suzhou FOIF Co Ltd Dear Customer Congratulations We FOIF are proud to present you with these series instrument Your total station is a rugged and reliable instrument whose performance and design are not surpassed To fully appreciate and protect your investment we suggest that you take the necessary time to read and fully understand this manual We have a dedicated service organization If the need arises please don t hesitate to contact us Thank you for your trust and confidence Contents ls Precautions for sat e is cass 1 LUN a A A A aia a ia aaas 1 1 2 Definition ota tu didas 2 1 3 Safety Standards for Laser OTS series cseccssssssccssecssscessnessrsenscees 3 2 Preparation before Measurement a ia 5 2 VAbo t IN 5 2 1 1 Battery Power Symbol O A AA e a 5 21 2 Replace The Battery ridad 6 2 1 3 Recharge the Bal Sua viaet ees EEE R a Oo aeons 6 2 2 Setting Up the lts ici 7 2 3 Centering and Lec UN ads 7 Se Basic FUNCIONES AAA A SAN 9 NM ds 9 3 2 Basic Key Operation A A a ans 11 PAEA D TES o1 Ee N O E AEA 12 SA Mode Dil da 13 Be OV Si Otay OT a a a ah ee O 14 3 5 Registerati n amp Demo Modeisninana idas 15 3 6 How to Input Number and Alphabet ooooooconnccinocn
51. Menu 1 Coordinate 2 Stake out 3 Area 4 Offset 5 MLM 6 REM 7 Resection Menu P2 1 Point projection 2 Line stake out 3 Traverse 4 Inverse 5 Polarize 6 Repeat Measure 7 Arc staking out Menu P3 1 Road Calculation Setting mode Press x directly Inst Config 1 Backlight 2 LCD contrast 3 Reticle lev 4 Key Beep 5 EDM signal EDM 3 5 Power On Off I Power on Initing FOIF OTS680 S N Y100056 Ver 10 06 21 Date 07 12 2010 Time 10 01 59 JOB JOB1 Ms MAI POWER OFF MES MN Config mode Press Cnfg directly Config 1 Meas condition 2 1 nst config 3 Inst adjust 4 Com setting 5 Unit 6 Date amp Time 7 Key Function 1 Confirm the instrument is leveling press the red key POWER 2 The instrument will power on and display the status screen IL Power off Press power key the instrument will ask you to turn off the instrument or not press F3 Yes it will be turned off press F4 No back to previous screen 3 5 Registration amp Demo Mode When you start TS680 for the first time you will see the registration screen To activate TS680 program you need to call FOIF local dealer or email us the instrument serial number Demo mode We will then issue you a registration number that you 10 Data pointe limited can enter in the No field Press F3 REG key to program resisting screen when you enter the registration number you will see the words Success dig Ella
52. N E Z Azimuth angle 32 Procedure of 3D coordinates measurement Coordinate 1 Occ Orientation 3 EDM 4 JOB select Coord Measure E 1000 000 z 10 466 D VA 132 3648gon ll HA 150 3536gon MEASIT A a N 1000 000 1 Aim at the target point 2 Select 2 Measure to start The coordinate value of the target is displayed 3 Press F2 TAGT to re input the occupied data if necessary see 6 1 Input the occupied point data You can press F4 REC to record the data 4 Aim at the next target press F2 TAGT to re input the target height if necessary and press F1 MEAS to continue Follow this operation till all targets have been measured 5 Press key ESC back to the coordinate mode 33 7 Stake out Measurement Stake out measurement is used to stake out the required point The difference between the previously inputted data to the instrument the stake out data and the measured value can be displayed by measuring the horizontal angle distance or coordinates of the sighted point The horizontal angle difference and distance difference are calculated and displayed using the following formulas Horizontal angle difference dHA Horizontal angle of stake out data measured horizontal angle Distance difference Distance Displayed item SD S O SD measured slope distance slope distance of stake out data HD S O HD measured horizontal distance horizontal distance of stake out data V
53. NG will display you can confirm the known point by angle measurement 5 Press F4 YES to use the measured data of the first known point Press F3 NO to re measure this point You can also input target height here 51 Resection No 2Pt SD 10 188m _ VA 189 9284gon E HA 47 2432gon Tgt H m CALC Occ Coord N E Z dN dE Ma E QUE oe Resection Set Azimuth 6 Repeat procedures 4 and 5 of other points When the minimum quantity of measured data required for the calculation is present CALC will be displayed Press Fl CALC occupied coordinate and standard deviation are to calculate Instrument displayed Press F3 NO to re measure the point 7 Press Fl NEXT to add other known points Press F2 DI SP to view the tolerance of measured known points Press F3 REC to record the calculated result Press F4 OK to finish coordinate resection The instrument occupied coordinate setting is finished 8 In this lt Set Azimuth gt screen aim the first point then press F4 YES to set the first known point as backsight point and azimuth press F3 NO to back to measure mode 12 2 Elevation Resection Only Z elevation of an instrument station is dertermined by this measurement Between 1 and 5 known points can be measured by distance measurement only Procedure of elevation resection 1 Press F2 MENU on P2 of the basic measurement mode and then select 7 Resection or
54. ST to display all JOBs on three pages Press F4 S F to modify the scale factor JOB selection S F 1 000000 Coord search JOB JOB3 LIST 97 JOB selection JOBA JOB1 5 OB MY MY OB JOB B JOBO1 JOB C S F NEEEEEE JOB selection J OB MY S F 0 999998 Coord search JOB CORD1 LIST 22 3 Rename a JOB Memory 2 Known data 3 Code 4 Storage Media Select 5 USB JOB 1 OB select 2 J OB rename 3 OB delete 4 Download 5 Com setting 6 File Copy JOB rename OB Paul01 5 Select an active JOB The numbers to the right represent the number of data items in each JOB Press key ENT to save the setting 6 Input the scale factor if necessary The range 0 5000000 2 000000 and the factory setting is 1 000000 7 Select a coord search JOB following above steps 4 and 5 1 Press F3 MEM in the status mode to enter into memory management 2 Select 1 J OB to enter JOB management 3 Select 2 JOB rename to rename the active JOB 4 Input a new name and press key ENT to save the setting The maximum length of a JOB name is 12 characters 98 22 4 Delete a JOB It is possible to delete an existed JOB Once the JOB has been deleted with the recorded data cleared the JOB name returns to the default one Procedure of J OB deletion Memory 1 Press F3 MEM in the status mode to enter into 1 OB memory management 2 Known data 3 Code e Medi
55. Station serial number Code Station mileage C means center station R means right station L means left station Press F1 NEXT key to display next station Press F2 PREV key to display previous station 84 20 6 Road Stake Out Road Calculation 1 Input the parameter 2 Road Setout 3 Road file Road Setout 1 0cc Orientation 2 Road Setout 3 Road data view Road RoadCoordSO Pt 1 0 000C 0 000 0 000 600 000 READJPREVINEXTIENT Road RoadCoordSO Pt 1 Code 0 000C 0 000 0 000 600 000 READ PREVINEXTIENT 1 Press F2 MENU on P2 of the basic measurement mode on the page 3 select 1 Road Calculation enter road menu 2 Select 2 Road Setout to road setout menu At road setout menu select 2 Road file to road setout menu select 1 0cc Orientation to set the station and backsight 3 Select 2 RoadSetout to stake out road the first center station of road will display Here PT Station serial number Code Station mileage C means center station R means right station L means left station Press F1 READ key to open the station list Press F2 PREV key to display previous station Press F2 NEXT key to display next station 4 Press F4 ENT to enter coordinate staking out screen see chapter 7 2 Coordinates Stake out Measurement to do that 85 20 7 Road File Management 20 7 1 Select a Road File All the elements you inputted a
56. U FUNCTI ON Stop Press ESC Memory 1 J OB 2 Known data 3 Code 4 Storage Media Select 5 USB 1 Select MEM in the status mode to enter into memory management 2 Select 5 USB to enter USB port connecting screen 3 Connect instrument and PC via USB cable TS680 will display U FUNCTION Stop Press ESC It means the TS680 is connected with PC already Press ESC to disconnect them and the instrument bact to previous menu For more information to see the Help file of FOIFExchane on chapter 2 2 Data transfer via USB slave port 102 23 Known Data Management There are 6 items in known data management 23 1 Input Known Point Coordinate by Keys You could input or delete coordinates of known point in the active JOB by key entry or entry from PC The existed data you have input beforehand could be used as occupied point backsight point coordinates of known point or stakeout point The memory is 60000 points in total Procedure of I nputting known points coordinate Memory 1 Press F3 MEM in the status mode to enter into 1 J OB memory management 3 Code 4 Storage Media Select 5 USB JOB selection 2 Select 2 Known data job list will display res Select one Job you want to operate press ENT key WOMENSHI to confirm known data menu will display you can FATELU KEMEN see the active JOB on the second line JOB7 Known data JOB JOB6 3 Select 1 Key Input
57. a S NOTE Be careful when adjusting the three screws Y and the tightening tension is identical for them m 112 26 4 The Optical Sight I Check 1 Mount the instrument on a tripod and fix 1t 2 Set a cross mark target which apart from the instrument about 50m 3 Take the telescope sight the cross mark 4 Observe the optical sight collimator whether collimating the cross mark if collimate the mark adjustment is not necessary if not adjust it Reticle II Adjustment 1 Mount the instrument at the tripod and fix it 2 Set a cross mark target which apart from the instrument about 50m 3 Take the telescope sight the cross mark 4 Loosen two fixing screws adjust the collimator then fix the two screws again 26 5 Optical Plummet optional I Check 1 Mount the instrument at the tripod and fix it 2 Set a cross mark under the instrument 3 Coincide the center mark of the optical plummet with the cross mark by adjusting three leveling foot screws 4 Turn the instrument 180 200gon check the center mark and cross mark if they are coincide no adjustment is necessary if not adjust it Il Adjustment 1 Set the instrument on stable device and fix it 2 Set a cross mark under the instrument 3 Use the three leveling screws and coincide the center mark of plummet and cross mark on the ground 4 Rotate the instrument 180 200gon around and take off the cover of the optical plummet eyepiece
58. a Select 2 Select 1 J OB to enter JOB management OB AJ OB select 3 Select 3 J OB delete 2 J OB rename 3 J OB delete 4 Download 5 Com setting 4 File Copy i dl de 4 20 JOBs display on three pages The numbers to the JOB1 56 right represent the points quantity recorded in each Myon ulol 50 JOB Select the useless JOB that you wanna delete JOB B 45 and press key ENT JOBO1 2 Ci o 5 Press F3 NO to give up or press F4 YES to JOB C delete the JOB Confirm to delete 99 22 5 Output JOB Data Measured data occupied data known point data note and coordinates data existed in all JOBs could be outputted to PC via serial port NOTE The software FOIF exchange is available in your CD ROM or download from www foif com cn Be sure the communication port setting of instrument and PC is the same see 3 8 3 Communication Port Setting you can select MEM 1 JOB 5 Com setting to set the communication parameters also Procedure of download Memory 2 Known data 3 Code 4 Storage Media Select 5 USB JOB 1 OB select 2 JOB rename 3 JOB delete 4 Download 5 Com setting 6 File Copy JOB deletion JOBA 15 JOB1 56 JOB Paul01 20 50 JOB B 45 JOBO1 2 J OB C 0 Com output Sending 1 Select MEM in the status mode to enter into memory management 2 Select 1 J OB to enter JOB management 3 Connect your instrument and computer via communicat
59. ance from the instrument station to the target point and distance to the offset point are same the height of the offset points and the target point are the same then use the offset points as the target 2 Aim at the offset point and press Fl MEAS to measure the distance at P1 in measure mode 3 Select MENU at P2 in measure mode and then select 4 Offset or press F3 OFST at P3 directly 4 Select 3 Offset Angle after inputting instrument occupied data see 6 1 Input the occupied point data 5 Accurately sight the direction of the target point and press F4 OK the distance and angle of the target point are displayed 6 After finishing measurement Press F1 REC to save Press F2 NEZ to display NEZ coordinate Press F3 NO back to step 6 Press F4 YES back to offset mode 44 9 3 Dual Distance Offset Measurement By measuring the distance between the target point and the two offset points Set two offset points 1st target and 2nd target on a straight line from the target point measure the 1st and 2nd target then input the distance between the 2nd target and the target point to find the target point Target point E Offset point ee Target Offset point Target Instrument station Procedure of dual distance offset measurement Menu 1 Set two offset points 1 target 2 target on a abia straight line from the target point and use the offset 3 Area
60. and the program will run in registered mode prog g Registration No Input No Success If you have no the registration number you can press F4 SKIP to run TS680 in demo mode In Demo mode the program is limited to taking only 10 points 3 6 How to Input Number and Alphabet 007 WE wold Su PE 001 CODEAB 002 MYO1 003 004 005 006 007 ME weld Sy 261 1 Enter into input code status See 21 1 Input a code the cursor is blinking and ready to input The note A at the top right corner shows the active input mode you can press the key shift to switch between alphabet and number 2 Input the code in turn and press the blue key ENT to save it You can press key BS to delete your wrong input before the cursor The max length of a code is 16 characters Inst Config 1 Backlight 2 LCD contrast 3 Reticle lev 4 Key Beep 5 EDM signal EDM Inst Config 1 Backlight 2 LCD contrast 3 Reticle lev 4 Key Beep 5 EDM signal EDM Inst Config 1 Backlight 2 LCD contrast 3 Reticle lev 4 Key Beep 5 EDM signal EDM Inst Config 1 Backlight 2 LCD contrast 3 Reticle lev 4 Key Beep 5 EDM signal EDM Inst Config 1 Backlight 2 LCD contrast 3 Reticle lev 4 Key Beep 5 EDM signal EDM EDM Mode Fine r Reflector Prism Prism const 0 Temp 20 Pressure 1013hPa ppm 0 3 7 How to Configure Press key Aj on panel directly to enter into in any status and do
61. arc start point Press FI READ to read the existed coordinate as stake out coordinate Press F4 OK to set the data 3 Input the coordinate of arc end point Press FI READ to read the existed coordinate as stake out coordinate Press F4 OK to set the data 71 Define Mid PT Pt J5 3 027 0 685 0 305 UN YEN N E Are stake out Measure Stn 0 015m Offset 115 491m S O dHA 51617 Fill 1 541 Are stake out Measure Stn 0 015m 10 025m 0 013m 0 306m Are stake out Measure Stn 0 012m 0 003m 0 003m 0 006m program 4 Input the coordinate of arc middle point Press FI READ to read the existed coordinate as stake out coordinate Press F4 OK to set the data 5 Press Fl MEAS to measure current rod the staking date will display Station the station on the arc computed radially from the current position of the prism Offset offset distance from the current position to the arc S O dHA offset angle from the current position to the arc Fill Cut Cut value indicate that the rod is higher than the arc fill indicates the it is lower In Out from Rod to A This is the distance you need to move in out to get to the arc 6 According the S O dHA angle to move the rod until the telescope sight intersect the arc 7 Repeat moving and measuring the rod until all the stake data are accepted Press F4 ESC to escape this 72 20 Road Staking Out Measurement This program i
62. asure one more known point which is not on the circle 3 Perform a distance measurement on at least one of the three points 55 13 Point Projection Point projection is used for projecting a point to an established baseline The point to project can be either measured or input Displays the distances from the first point and point to project to the position at which a line extending from point to project intersects the baseline at right angles Y direction X direction 15 Pt Baseline piles Length Point to project Length Distance along the baseline from 1 point to oe point X direction Offset Distance from point to project to the position at which a line extending from point of project intersects the baseline at right angles Y direction 13 1 Define Baseline Procedure of defining baseline 1 Press F2 MENU at P2 of basic measurement Menu 1 Point projection mode 2 Stake out line 3 Traverse 4 Inverse 5 Polarize 6 Repeat Measure 7 Arc staking out 2 Turn to P2 select 1 Point projection 56 Point projection 2 Define baseline 3 Point projection Point projection 1 0cc Orientation 2 Define baseline 3 Point projection Define 1st Pt 0 000 0 000 0 000 0 000 0 000 0 000 Azimuth 300gon 10 412m NOTE 3 Input the instrument occupied data see 86 1 Input the occupied point data 4 Select 2 Define baseline 5 Input the first poin
63. between coordinate and distance data Press F2 REC to record the coordinate as a known data Press F4 S O to switch to stake out measurement of the projected point See 6 Stake out measurement Press key ESC to continue point projection of a new point 58 14 Stake out Line Stake out line is used for stake out a required point at a designed distance from the base line and for finding the distance from the baseline to a measured point 2 Pt 14 1 Define Baseline Procedure of defining baseline To perform stake out line please define a baseline first The baseline can be defined by inputting coordinates of the two points Menu 1 Press F2 MENU on P2 of the basic measurement 1 Point projection mode 3 Traverse 4 Inverse 5 Polarize 6 Repeat Measure 7 Arc staking out 2 Turn to P2 select 2 Stake out line Stake out line 1 0cc Orientation 2 Define baseline 3 Stake out line 3 Input the instrument occupied data see 86 1 Input the occupied point data 4 Select 2 Define baseline following operations see 13 1 Define baseline procedures 5 6 and 7 59 14 2 Stake Out Line Point This measurement can be used to find the required point coordinates by inputting the length and offset based on baseline Y direction X direction Baseline PEA 2 Pt Length Offset Required point Length Distance along the baseline from 1 point to the position at
64. ctly Avoid to insolate the instrument and don t collimate the sun directly for protecting eyes and instrument Avoiding the librations on the instrument When transporting keep the instrument in the case and try your best to lighten librations 9 Carry the instrument When carrying the instrument handle must be hold tight Check the battery power Before using it you should check the power whether it is enough Battery Maintainence If the instrument is not in using for a long time the battery should be taken out from the instrument and store in seperate place Meantime the battery should be charged every month Take out the battery It is not suggested to take out the battery when the instrument is on otherwise the stored data may be lost so it is better to replace the battery after power off the instrument 9 Set up the instrument on the tripod When using it please insure the connection between tripod and instrument is firm It is better to work with wooden tripod for the measurement accuracy Assemble the tribrach on the instrument The setting of tribrach would influence the accuracy The tribrach should be check frequently the screw which connects the tribrach and alidade must be locked tightly And the central fixing screw should be tight High temperature condition Don t put the instrument in high temperature condition for a long time it is bad for the instrument performance Temperature changing sharply
65. d The Z coordinate is found by treating the average value as the instrument occupied coordinate Calculation begins Hypothetical coordinates are found The measured equation for the angle is prepared The measured equation for the distance is prepared Iterate 3 times The normal equation is prepared Instrument occupied coordinates are calculated Difference from the hypothetical coordinates 0 5mm _ lt Yes Calculation of the Z coordinate Calculation ends Nn P 12 4 Precautions When Performing Resection In some cases it is impossible to calculate the coordinates of occupied point if the unknown point and three or more known points are arranged on the edge of a single circle It is also impossible to calculate if the included angle between the known points is too small It is difficult to imagine that the longer the distance between the instrument occupied and known points the narrower the included angle between the known points Be careful for the points can easily be aligned on the edge of a single circle An arrangement such as shown below is desirable AA unknown point O known point It is sometimes impossible to perform a correct calculation such as shown below When they are on the edge of a single circle take one of the following methods 1 Move the instruction station as close as possible to the center of the triangle 2 Me
66. d Known data from PC to TS680 internal memory Com input Receiving 0 y y When data transferring the number following Receiving will upgrade continually at last it will back to known data mode after finishing 104 23 3 Delete known point coordinate Procedure of known points deletion 1 Press F3 MEM in the status mode to enter into Memory 1 J OB memory management 3 Code 4 Storage Media Select 5 USB 2 Select 2 Known data job list will display Select one Job you want to operate press ENT key to JOB selection P1 eas DAFENG 10 confirm known data menu will display you can see J OBFF 3000 the active JOB on the second line WOMENSHI 1256 FATELU 100 KEMEN 560 510 JOB7 0 3 Select 3 Delete and all known points in current Known data TOAN JOB JOB6 JOB will display 1 Key input 2 Com input 4 View 5 Clear 6 Com setting 4 Select a point you want to delete the point Pt Pt coordinate will display Pt Pt Pt Pt S1 Pt S1 K Su EX 5 Press Fl NEXT to display the next point data Press F2 PREV to display the previous point data Press F4 DEL to delete it and continue to delete other points Press key ESC back to known data management mode 105 23 4 View known points data Procedure of known points view Memory 1 J OB 3 Code 4 Storage Media Select 5 USB JOB selection P1 DAFENG 10 JOBFF 3000 WOMENSHI 1256 FATELU 1
67. d as grade mode Target P2 Start point P1 Occupied point 10 1 Measuring Distance between Two or More Points Procedure of measuring Menu 1 Press F2 MENU at P2 in the measure mode 1 Coordinate e 2 Stakeout Select 5 MLM 3 Area 4 Offset 5 MLM 6 REM 7 Resection 2 Aim at the start point P1 then press F4 MEAS and the measured data will display 3 Aim at the target point P2 and press F1 MLM to begin measure SD HD VD will display MLM SD 33 421ft a HD 155 6594gon VD 355 9246gont l F MOVE MEAS 47 MLM 4 Aim at the next point P3 and press F1 MLM to S begin measure Repeat this operation to measure other SD x target points H 1 5 Press F2 MOVE the last target measured becomes the new starting position to perform MLM of MOVE next target Press F4 MEAS to re measure the starting position 6 Press key ESC back to menu mode Note Once S is displayed the distance between two points is displayed as the gradient 10 2 Change the Starting Point The previous measured data could be set as the base point for the next operation Point P2 Start point P1 Procedure of changing the starting point MLM 1 Measure the start point P1 and the first target P2 Move base point following above steps 1 2 and 3 0 001m a 368 3854gon 243 4068gon 2 After measuring the two points press F2 MOVE and press F4 YES to set
68. d data Xo Yo Zo Known point P1 Known point P2 Occupied point PO Known point P4 Known point P3 NOTE AIN E Z value or only Z value of the occupied point is calculated by measuring known points Coordinate resection measurement overwrite the N E Z data of the instrument occupied point while elevation resection measurement overwrite Z data only Perform resection measurement see 12 1 Coordinate Resection and 12 2 Elevation Resection Inputted known coordinate data and calculated data could be recorded in the current JOB 50 12 1 Coordinate Resection Between 2 and 5 known points can be measured by distance measurement and angle measurement Procedure of coordinate resection Menu 1 Coordinate 2 Stake Out 3 Area 4 Offset 5 MLM 6 REM Resection 2 Elevation No 1Pt Resection No 1PT Resection No 1Pt SD 10 188m VA 189 9284gon E HA 47 2432gon Tgt H Pi 1 Select MENU at P2 of basic measurement mode and then select 7 Resection or select RES at P3 directly 2 Select 1 NEZ and input known point data After inputting the data of the first known point press F3 NEXT to input the second point data 3 After all known points data have been set press F4 MEAS Press F1 READ to read existed coordinate data 4 Sight the first known point and press F1 DIST to begin measurement If known points number is more than two F2 A
69. de 500 800 1000 Grey side 18 reflective Class2 IEC 60825 1 250 400 500 White side 90 reflective Long mode 800 1000 1200 Grey side 18 reflective Class3R IEC 60825 1 400 500 600 Shortest measuring distance Atmospheric conditions Range D Sunny Strong haze visibility 5 km severe heat shimmer 0 1m from instrument center Range E Sunny Light haze visibility about 20 km slight heat shimmer Range F Overcast no haze visibility about 40 km no heat shimmer Measuring time and accuracy Standard measuring Standard deviation Measurement Measure time ISO 17123 4 time typical s maximum s Condition E Condition D 0 1m 500m 2mm 2ppm 0 7s 6s 20s gt 500m 4mm 2ppm 3s 12s 50s 128 Fast measuring Standard deviation Measurement Measure time ISO 17123 4 time typical s maximum s Condition E Condition 0 1m 500m 3mm 2ppm 0 7s 3s 10s gt 500m 5mm 2ppm 1 5s 6s 25s Beam interruptions severe heat shimmer and moving objects within the beam path can result in deviations of the specified accuracy Accuracy and measure time depend on atmospheric conditions target object and observation situation Laser dot size Distance m Laser dot size approximately mm 30m 12mm x 8 mm 50m 15mm x10 mm 100m 20mm x15 mm Distance measurement characteristics Principle Pulse phase measurement Type Coaxial visible
70. dinate Press F4 OK to set the data 4 Input the radius of arc press F4 OK to set the data 5 Press Fl MEAS to measure current rod the staking date will display Station the station on the arc computed radially from the current position of the prism Offset offset distance from the current position to the arc S O dHA offset angle from the current position to the arc Fill Cut Cut value indicate that the rod is higher than the arc fill indicates the it is lower In Out This is the distance you need to move in out to get to the arc 70 Are stake out Measure Stn 1 112m 0 013m 0 013m 0 306m Are stake out Measure Stn 1 109m 0 003m 0 003m 0 006m 6 According the S O dHA angle to move the rod until the telescope sight intersect the arc 7 Repeat moving and measuring the rod until all the stake data are accepted Press F4 ESC to escape this program 19 2 Three Point Arc Staking Out Arc Stakeout 1 0cc Orientation 2 2pt radius arc 3 Three Point arc Define Start PT Pt J1 Np 0 000 Ep 0 000 Zp 0 000 UN O NS E Define End PT Pt J2 Np 11 282 Ep 2 130 Zp 1 503 UN EN N E 1 Press F2 MENU on P2 of the basic measurement mode select 7 Arc Staking out to enter arc staking out menu select 1 Occ Orientation to set the station And then select 3 Three point arc to start three point arc staking out measurement 2 Input the coordinate of
71. ding Existed Coordinates Procedure of area calculation M L Sorina 1 Select F2 MENU 3 Area 2 Area 2 Stakeout 4 Offset 5 MLM 6 REM 7 Resection 2 Press Fl READ to display existed coordinates data list 40 Occ Ol 3 Pt Known point data saved in the active JOB or in Pt Pt1 Coord Cl Pt Pt2 Occ Coord Coordinate data saved in the active Pr a JOB or in the coordinate search JOB Pt Pt5 ul Ey xa the coordinate search JOB 4 Select the first point in the list and press key ENT to set The selected point is set as Pt 01 5 Repeat steps 2 and 4 till all points are selected Make sure read the points clockwise or anticlockwise A Calculati PE Rae pa 6 Press F2 CALC and the calculated area will Area m2 display Press F4 OK to escape ha 41 9 Offset Measurement Offset measurement are performed in order to find a point where a target cannot be installed directly or to find the distance and angle to a point which cannot be sighted It is possible to find the distance and angle to a point you wish to measure target point by installing the target at a location offset point a little distance from the target point and measuring the distance and angle from the surveying point to the offset point The target point could be found in the following three ways 9 1 Single distance Offset Measurement Finding a point by entering the horizontal distance from the target point
72. e charger Fire could be result e Do not use defection power cable socket or plug Fire electronic shock could result e Do not use wet battery or charger Fire electronic shock could result e Do not close the instrument to burning gas or liquid and do not use the instrument in coal mine Blast could be result e Do not put the battery in the fire or high temperature condition Explosion damage could result e Do not use the battery which is not specified by FOIF Fire electric shock or burn could result e Do not use the power cable which is not specified by FOIF Fire could result 2 e Do not short circuit of the battery Fire could result e When this product encounters disturbance of severe Electrostatic Discharge perhaps it will have some degradation of performance like switching on off automatically and so CAUTION e Do not touch the instrument with wet hand Electric shock could result on e Do not stand or seat on the carrying case and do not turn over the carrying case arbitrarily the instrument could be damaged e Be careful of the tripod tiptoe when setup or move it e Do not drop the instrument or the carrying case and do not use defective belt agraffe or hinge Instrument damage could result e Do not touch liquid leaking from the instrument or battery Harmful chemicals could cause burn or blisters e Please assemble the tribrach carefully if the tribrach is not stable series damage could result
73. e stake out Ang included angle between the direction of the reference and the point to be stake out See 4 2 Set the Horizontal Angle to a Required value Press F4 OK to set the input values 6 Horizontally rotate the instrument until dHA is near 0 and set the target on the sight line 35 Press Fl MEAS to start distance measurement S O 7 The difference of measured and stake out a pels value S O dSD is displayed 3 EDM Move the prism forward and backward until S O dSD is Om lt Move the prism left gt Move the prism right Move the prism forward t Move the prism backward Press F4 OK back to stake out mode 7 2 Coordinates Stake out Measurement After setting coordinates for the point to be stake out the instrument calculates the stake out HA and HD By selecting the HA and then the HD stake out functions the required coordinate location can be stake out To get the Z coordinate attach the target to a pole etc with the same target height A Distanc N Back sight station Point to be stake out Instrument y A Angle station E Procedure of coordinate stake out measurement Menu 1 Press F1 MENU at P2 in the measure mode 1 Coordinate Select 2 Stake out 3 Area 4 Offset 5 MLM 2 Select 1 Occ Orientation 6 REM 7 Resection Input the occupied orientation data see 6 1 Input the occupied point data
74. een t y P status and HA y status 4 TOPIE Press it and the first point on the first page will display 4 Gu Press it and the last point on the last page will display 4 E Press 1t to enter into coordinate data search mode Input the required point number to search Occ Coordinate 3 Select the required data and press the key ENT NO 100 000 The corresponding data will display You could re edit ae ODE the data and it won t affect the original coordinate PT data Inst H 1 500m Tgt H 1 300m 70 0088 060 LLS de 4 Press F4 OK to save the setting NOTE The point number that was read is displayed until the current JOB is changed or a new point number is selected If more than two points with the same point name exist in the current JOB the instrument finds the first recorded data only 6 2 Azimuth Setting The azimuth of backsight could be inverse calculated by the coordinates of occupied and backsight N 0 Azimuth A Instrument Station Angle E Set H angle 1 Select 2 Set H angle see 6 1 Input the 1 Azimuth lt go 2 Backsigh occupied point data Then select 2 Backsight 2 Input the coordinate of backsight You could also press F1 READ to select existed point data If you input the same coordinates with the occupied point a Set H angle BS message Same coordinates will appear and disappear in 5sec please re input the data NBS
75. en Light indicates that the charge has finished Flashing Red Light indicates no battery on charging poor connection or some problems exist 0 It is recommended to continue charging for 1 or 2 hours after the light turn green Once the red light flashes constantly after the charger is plugged into the outlet of 110V 220V AC power supply please remove the battery and reconnected it after 3 or 5 min 2 2 Setting Up the Instrument Mount the battery in the instrument before performing this operation because the instrument will tilt slightly ifthe battery is mounted after leveling I Set up the tripod first extend the extension legs to suitable lengths and tighten the screws on the midsections Make sure the legs are spaced at equal intervals and the head is approximately level Set the tripod so that the head is positioned over the surveying point Make sure the tripod shoes are firmly fixed in the ground II Mount the instrument on the tripod head Supporting it with one hand tighten the centering screw on the bottom of the unit to make sure it is secured to the tripod 2 3 Centering and Levelling Up 1 Position tripod legs so that the plummet is aimed to the ground mark point Turn the focusing ring of the optical plummet to focus 2 Turn three footscrews of the tribrach till the center of reticle exactly coincides with the surveying point in any position 3 Move the tripod legs to centre the circular level The instru
76. eptions from Responsibility 1 The user of this products is expected to follow all operating instructions and make periodic checks of the product s performance 2 The manufacturer assumes no responsibility for results of a faulty or intentional usage or misuse including any direct indirect consequential damage and loss of profits 3 The manufacturer assumes no responsibility for consequential damage and loss of profits by any disaster an earthquake storms floods etc 4 The manufacturer assumes no responsibility for any damage and loss of profits due to a change of data loss of data an interruption of business etc caused by using the product or an unusable product 5 The manufacturer assumes no responsibility for any damage and loss of profits caused by usage except for explained in the user manual 6 The manufacturer assumes no responsibility for damage caused by wrong transport or action due to connecting with other products 2 Preparation before Measurement 2 1 About Battery 2 1 1 Battery Power Symbol HA PIEU ELN AN SLA EJE Measurement is possible The battery is lower it is better to replace or recharge it CS eL EH lt lt HE Measurement is impossible it is necessary to replace or recharge battery NOTE The working time of battery will be effected by many factors such as ambient temperature recharging time recharging and discharging times On the data safe side we suggest the
77. eys A 1 Temp Al 7 to select items and press keys gt to set 2 Pressure 3 Angle 4 Dist the options 4 Press key ESC back to the previous mode Table 3 4 Option list of unit setting Ttem Options 1 Temp Cx F 2 Pressure hPa mmHg inchHg mbar psi 3 Angle degree gon mil 4 Dist meter Us feet Int ft Note Every first options with the symbol are the factory setting 21 3 8 5 Date amp Time Setting The date and time displays at the status mode Config 1 Meas condition 2 1 nst config 3 Inst adjust 4 Com setting 5 Unit 7 Key Function Date and Time Date 08 08 2006 Time 10 00 00 3 8 7 Key Function Setting 1 Press key Cnfg to enter into config mode 2 Select 6 Date Time 3 Input date and time The date format month date year 4 Press key ENT to save settings and back to the previous mode 1 Press key Cnfg to enter into config mode Config 1 Meas condition 2 1 nst config 3 Inst adjust 4 Com setting 5 Unit 6 Date amp Time 7 Key Function KEY FUNCTION 1 Key Set 2 Key Save 3 Key Resume KEY SET DIST SLAAI CLAI CORDIMENUJHOLD gt elem ely OK 2 Select 7 Key Func 3 Press key 1 to enter Key Set menu 4 Press key 2 to enter Key Save menu 5 Press key 3 to enter Key Resume menu Key Set the soft key function at basic measurement mode can be changed 1
78. horizontal element editing menu the inputted element can be edited Type EndPile Line 100 000 Circle 200 000 1 Move A or Y key the cursor will move to Spiral 300 000 Circle 400 000 different element Spiral 500 000 Line 600 000 PE MEE AL QUAY ee OOOO 2 Press F1 DEL to delete the selected element the Circle 200 000 two elements adjacent with deleted one will connect Spiral 300 000 i Circle 400 000 automatically Spiral 500 000 Line 600 000 LINE CURV Delete horizontal element 76 Type EndPile Line 100 000 Spiral 200 000 Circle 300 000 Spiral 400 000 Line 500 000 LINE CURV O Edit horizontal element 1 Move A or V key the cursor will move to ee A ane different element Spiral 200 000 Circle 300 000 Spiral 400 000 Line 500 000 LINE CURV 2 Press ENT key to edit the selected element Line I nput CIRCLE Dist 200 000m Rad 100 000m Azimuth 0 00 00 Turn RI GHT Direction IN 3 Press F4 ENT key to confirm other elements tee San ane following the edited one will upgrade automatically Spiral 300 000 Circle 400 000 Spiral 500 000 Line 600 000 LINE CURV Road Define 1 Horizontal Curve 2 Vertical curve 3 Road Calculation 4 After all the horizontal elements are confirmed press ESC key back to previous menu TI 20 3 Input Road Vertical Elements Road vertical elements is confirmed by some intersection points you should input same parameters for the in
79. ially from the current position of the prism Offset from rod to B offset distance from the current position to the arc S O dHA If your line of sight does not intersect the arc it will display to ask you rotate you telescope until sight line intersect the arc and then In Out will display Offset angle is from the current position to the arc Fill Cut Cut value indicate that the rod is higher than the arc fill indicates the it is lower In Out from Rod to A This is the distance you need to move in out to get to the arc TS680 69 19 1 Two Point Arc Staking Out Arc Stakeout 1 0cc Orientation 2 2pt radius arc 3 Three Point arc Define Start PT Pt J2 Np 11 829 Ep 0 000 Zp 1 846 READ UZS LIJ Define End PT Pt J3 Np 11 282 Ep 2 130 Zp 1 503 READ Le LLJ Arc define Rad I nput Rad 100 000 Are stake out Measure Stn 2 930m Offset 8 304m S O dHA 12 27 49 Fill 1 545 MEAS OK 1 Press F2 MENU on P2 of the basic measurement mode select 7 Arc Staking out to enter arc staking out menu select 1 0cc Orientation to set the station And then select 2 2pttradius arc to start 2 point arc staking out measurement 2 Input the coordinate of arc start point Press FI READ to read the existed coordinate as stake out coordinate Press F4 OK to set the data 3 Input the coordinate of arc end point Press FI READ to read the existed coordinate as stake out coor
80. index error by program see 23 10 Vertical Index Error 26 9 Tilt Sensor Tf the tilt angle shown on the display shifts from tilt angle 0 zero point the instrument is not correctly leveled This will adversely affect angle measurement Perform the following procedures to cancel the tilt zero point error I Check Set up the instrument on tripod or adjustment platform and level it accurately Config i 3 1 Meas condition 1 Press F3 OSET twice to set HA to 0 on Pl in 2 1 nst config measure mode 4 Com setting Press key Cnfg to enter into config mode 5 Unit 6 Date amp Time 2 Select 3 Inst adjust to set instrument basic parameters two items display Inst adjust 3 Select 1 Tilt correct 1 Tilt correct 2 1ndex error correct Tilt offset 4 Wait a few seconds for this display to stabilize then x 0 0020gon read the automatically compensated angles X1 and Y 0 0032gon Y1 HA 127 1202gon Take F1 116 Tilt offset 5 Rotate the instrument 180 200gon Loosen the x 0 0008gon horizontal clamp and turn the instrument 180 Y 0 0012gon 200gon while referring to the displayed horizontal Take F1 T angle then re tighten the clamp Wait a few seconds Calculate the following offset values tilt zero point error Xoffset X1 X2 2 Yoffset Y 1 Y2 2 When the offset value falls within the range 20 adjustment is not necessary If one of the offset values Xoffset Yoffset exceed
81. ion cable standard component 4 Select 4 Download to enter into com output mode and all JOBs display 5 Select the JOB to be output 6 Press key ENT to start to send out via RS 232C port it will back to JOB list mode after finishing More details see the Help file of FOIFExchange see chapter 2 1 Data transfer via RS 232C port 100 22 6 File Copy It is possible to copy the job from current internal memory to SD card or copy known data from SD card to internal memory Procedure of JOB copy Memory 1 Select MEM 1 OB 6 File Copy 2 Known data 3 Code 4 Storage Media Select 5 USB O 2 Select 6 File Copy the job list for current B J OB select memory will display OB rename OB delete Download Com setting 6 File Copy 3 20 JOBs display on three pages select one job you JOB deletion JOBA 15 want to copy And press ENT key to confirm 56 JOB Paul01 20 MYJOB 50 JOB B 45 JOBO1 2 JOB C000000 O 4 Press F3 NO to give up or press F4 YES to JOBCDD copy Confirm to Copy 5 For more information please read the Help file of TNO YES FOIFExhange on chapter 2 3 Data transfer via SD card 101 22 7 Connect PC via USB port TS680 is equipped with USB port you can connect it with PC for data transferring Procedure of USB port connecting Memory 1 J OB 2 Known data 3 Code 4 Storage Media Select U FUNCTI ON Plug the USB Exit Press ESC
82. lement editing menu the inputted element can be edited pied ile a eE Delete vertical element 200 000 625 000 1 Move Fl FIST F2 LAST A or Y key the 400 000 570 000 500 000 685 000 cursor will move to different element FI ST LAST ADD StartPile Height 2 Press F3 DEL to delete the selected element the 0 000 600 000 i 200 000 570 000 two elements adjacent with deleted one will connect 300 000 685 000 automatically FI ST LAST LL For the example after delete the second element the vertical road curve figure is shown below 79 P3 P2 Station 0 200 300 Height 600 570 685 Length 200 100 50 O Edit horizontal element StartPile 0 000 200 000 400 000 500 000 Height 600 000 625 000 570 000 685 000 FI ST LAST LD VCurve Element STATION Ht Lengh StartPile 0 000 200 000 380 000 480 000 FI ST LAST ADD For the example after edit the second element the vertical road curve figure is shown below 200 000 625 000 E m Height 600 000 625 000 570 000 685 000 1 Move A or Y key the cursor will move to different element 2 Press ENT key to edit the selected element 3 Press F4 ENT key to confirm other elements following the edited one will upgrade automatically 4 After all the horizontal elements are confirmed press ESC key back to previous menu P4 P2 P3 Station 0 200 380 480 Height 625 570 685 Length 200 180 100 50 80
83. lt 635nm 8 linesx24 characters Yes 60000 points 60000 points RS 232C USB SD card Bluetooth optional 3400mAh Li ion rechargeable battery 7 2V DC 9 hours At 20 C FDJ6 Li 100V to 240V 50 60Hz Approx 4 hours 32 bit Digital signal processing single mainboard 122 Working temperature Dimension Weight Water proof Telescope Length Image Objective aperture Magnification Field of view Mini focus distance Reticle illumination Angle measurement Reading system Circle diameter Angle unit Minimum display Detecting mode Accuracy Distance measurement Laser wave length Laser class Reflectorless Reflective sheet Prism 20 50 C 220x184x360mm WxDxH 5 5kg IP55 IEC60529 OTS680 Power series 156mm Erect 045mm 30x 1930 1 0m 10 brightness levels Absolute encoder for 680 series 79mm degree gon selectable 1 5 10 selectable 0 0001 0 0005 0 001 selectable 0 2mgon 1mgon 2mgon selectable Both circles adopt diametrical detection 681 1 682 2 685 5 650 690nm Class 3R IEC 60825 1 Class 3R IEC 60825 1 Class 1 IEC 60825 1 Measurement range Overcast no haze visibility about 30 km no heat shimmer Reflectorless R300 R500 Single prism 1 to 300m 1 to 500m 1 to 3000m Class 1 1000 7000m Class 3R 123 Reflective sheet RP60 Accuracy Prism mode Reflective sheet RP60 Reflectorless mode R300 R500 Measurement time Initial 2 5s
84. ment is now roughly leveled up 4 Center the bubble in the circular level Screw A Screw B de Loosen the horizontal motion clamp and turn the instrument till the plate level is Plate level J 4 parallel to a line shaped with screws A and B Adjust the screws A and B to make E the bubble in the center of the level Turn the instrument approximately 90 Adjust screw C till the bubble in the center of the level Screw C Repeat above steps until the bubble remains in the center of the plate level while the instrument is rotated to any position 5 Center the surveying point again Loosen the centering screw slightly Looking through the optical plummet eyepiece slide the instrument over the tripod head until the surveying point is exactly centered in the reticle Re tighten the centering screw securely 6 Check again to make sure the bubble in the plate level is centered If not repeat procedure 4 2 4 Accurate Levelling Up with Electronic Level on screen It is convenient for 670 680 series to level up with electronic level especially when it is difficult to observe the circular level and plate level Tilt Value 1 Power on the instrument and enter into X OVER Y OVER measurement mode press Fl TILT at P3 NN or press key BS directly and the electric Lightness o TO level displays on screen Tilt Value 2 Level it by turning three foot screws see X 0 00 02
85. nce and the NEZ coordinates of start point Input Coordinate of start point NO E0 Z0 y Azimuth Az Distance Dist Output Coordinate of end point N1 E1 Z1 Endpoint Az D Start point Procedure of Polarize Menu P2 1 Point projection 2 Line stake out 3 Traverse 4 Inverse 6 Repeat Measure 7 Arc staking out Calc polar coord Pt C1 1000 000 1000 000 39 383 Azimuth 1 0000gon Dist 0 000ft READ Calc polar coord 1000 000 1000 000 0 000 RS iHa 1 Press F2 MENU on P2 of the basic measurement mode 2 Turn to P2 select 5 Polarize 3 Input the data in corresponding items You could press F1 READ to read the existed coordinate data for start point Press F4 OK to enter 4 The calculated data displays Press F3 REC to record it in the list and press F1 OK back to menu mode 66 18 Repetition Angle Measurement Repetition angle measurement can be done by horizontal angle right measurement mode Menu P2 1 Point projection 2 Line stake out 3 Traverse 4 Inverse 5 Polarize 6 Repeat Measure 7 Arc staking out Angle Remeasure gt OK Angle Remeasure 0 Ht 0 00 00 Hm Ea TESS 383 DO Angle Remeasure 1 Ht 45 10 00 Hm 45 10 00 Ei 1058 5 ID Angle Remeasure 1 Ht 45 10 00 Hm 45 10 00 Ei 1058 Gs EO Angle Remeasure 2 Ht 90 20 00 Hm 45 10 00 Ei 10258 5 ID 1 Press F2 M
86. ncluding length Dist radius Rad azimuth Azimuth and turn Turn 2 Press F4 ENT key to confirm back to the horizontal elements menu Here EndPile means the end station of this element 1 Normally the azimuth will calculate and display following previous element 2 When you set the turn move the cursor to Turn item press or gt key to shift between Left and Right 75 20 2 3 Input Spiral Element 1 Make sure the instrument is in horizontal elements Spiral Input editing menu press F4 to display spiral element Dist 100 000m inputting menu Rad 100 000m A Azimuth 57 17 44 Input the curve parameters including length Dist Turn RIGHT radius Rad azimuth Azimuth turn Turn and Direction IN direction Direction T EndPil Ene ooon 2 Press F4 ENT key to confirm back to the Circle 200 000 horizontal elements menu Spiral 300 000 y Here EndPile means the end station of this element LINE CURV NOTE 1 Normally the azimuth will calculate and display following previous element 2 When you set the turn or direction move the cursor to Turn or Direction item press lt or P key to shift the options 3 If you set the Direction is IN here the inputted Rad is End radius of spiral its start radius is default as oo if you set the direction is OUT here the inputted is start radius of spiral its end radius is default as oo 20 2 4 Road Horizontal Element Editing In the
87. nd the staking data you calculated are recorded in the current road file You can select other file to define other road normally one file includes one road NOTE There are 10 road files in total the factory default setting is ROAD1 The default names are ROAD1 ROAD2 ROAD10 you can rename them if necessary Procedures Road Calculation 1 1 nput the parameter 1 Press F2 MENU on P2 of the basic measurement 2 Road Setout mode on the page 3 select 1 Road Calculation enter 3 Road file BAE road menu Road file 1 Road File Select 2 Select 3 Road file to road file management menu 2 Road File Rename 3 Road File Delete 4 Road Initialize 3 Select 1 Road File Select to display road file list Road File Select Pl ROAD1 96 the cursor will stay on current Job file ROAD2 5 ROAD3 ROAD4 ROAD5 ROAD6 ROAD7 4 Press Y or A arrow key to move cursor after reach to the Road File Select P1 ROAD1 96 ROAD2 55 program will back to road file management menu ROAD3 0 autoniatically ROAD5 0 ROAD6 0 ROAD7 10 job you want to select press ENT key to confirm The 86 20 7 2 Rename a Road File Procedures Road Calculation 3 1 Input the parameter 1 Press F2 MENU on P2 of the basic measurement 2 Road Setout mode on the page 3 select 1 Road Calculation enter 3 Road file pag road menu Road file 1 Road File Select 3 Road File Delete 4 Road Initialize 2 Select 3 Road file to r
88. nput the parameter 1 Press F2 MENU on P2 of the basic measurement 2 Road Setout mode on the page 3 select 1 Road Calculation enter 3 Road file pag road menu Road file 1 Road File Select 2 Road File Rename 3 Road File Delete 4 Road Initialize 2 Select 3 Road file to road file management menu 3 Select 4 Road Initialize it will ask you to confirm to clear all roads press F3 NO back to road file management menu no file is deleted Clear all roads 4 Press F4 YES to delete all road files Initing will display at last it will back to road file management menu automatically NOTE Pay more attention to this operation after initialization all the files back to initial status the deleted elements and data can not be resumed Road File Select P1 ROAD1 ROAD2 ROAD3 ROAD4 ROAD5 ROAD6 ROAD7 89 21 Record You can record measured data occupied data and notes into the active JOB The memory is 60000 points in total 21 1 Record Occupied Data You can input occupied data into the active JOB The record items include occupied coordinates point number instrument height code user date time weather wind temperature air pressure and ppm If the current occupied data have not been recorded in the active JOB the previous occupied data will be used as the active one Procedure of recording occupied data Meas PC 0 0 ppm 0 3 SD VA 302 5432gon Ps HA O alti SL Cl Ce f
89. nt s power on 2 Set a prism about 2m far away from the instrument 3 Aim at the prism center with telescope reticle 4 Enter EDM signal testing screen see 4 7 Setting Mode 5 Observe through eyepiece turn the focusing knob until the read mark is clear if the deviation between mark and cross hair is not over 1 5 of red mark diameter adjustment is unnecessary Prism Red mark II Check For OTS680 series 1 Install the instrument at the tripod or a stable device and level it accurately then power on the instrument 2 Set a reflective sheet about 5m 20m far away from the instrument 3 Aim at the sheet cross mark with telescope reticle N ASA Xx laser spot Reflective sheet 119 4 Enter EDM signal testing screen see 4 7 Setting Mode 5 Observe the laser spot 1f the laser spot coincides with the cross mark of reflective sheet adjustment is unnecessary NOTE 1 Laser radiation Avoid direct eye exposure 2 If the instrument needs adjustment please contact your local dealer 120 27 Technical Data RTS680 series Telescope Length 156mm Image Erect Objective aperture P 45mm Magnification 30x Field of view 1 30 Mini focus distance 1 0m Reticle illumination Angle measurement Reading system Circle diameter Angle unit Minimum display Detecting mode Accuracy Distance measurement Distance unit Measurement
90. oad file management menu 3 Select 2 Road File Rename current road file will Road File Rename display Road File Rename 4 Input new name press ENT key to confirm The program FOI FMA will back to road file management menu automatically NOTE The max length of road file name is 8 characters special symbols can not be accepted such as 87 20 7 3 Delete a Road File Road Calculation 1 1 nput the parameter 2 Road Setout 3 Road file Road file 1 Road File Select 2 Road File Rename 3 Road File Delete 4 Road Initialize Road File Select P1 ROAD1 96 ROAD2 55 ROAD3 0 FOIFMA 100 ROAD5 0 ROAD6 0 ROAD7 10 FOI FMA Confirm to delete Road File Select P1 ROAD1 96 ROAD2 55 ROAD3 0 ROAD4 0 ROAD5 0 ROAD6 0 ROAD7 10 Procedures l Press F2 MENU on P2 of the basic measurement mode on the page 3 select 1 Road Calculation enter road menu 2 Select 3 Road file to road file management menu 3 Select 3 Road File Delete road file list will display 4 Press V or A arrow key to move cursor after reach to the job you want to delete press ENT key it will ask you to confirm to delete press F3 NO back to file list the file will not be deleted 5 Press F4 YES to delete this file all the inputted and calculated data in this file will be cleared and the file name change to initial status 88 20 7 4 Delete all Road Files Procedures Road Calculation 3 1 I
91. oad menu 2 Select 1 Input the parameter to enter road design menu And then select 1 Horizontal Curve start point entering menu will display 3 Enter the start point station and coordinate press F4 OK key Road horizontal elements editing menu will display 20 2 Input Road Horizontal Elements Three types elements can be input including line curve and spiral 20 2 1 Input Line Element Line I nput LENGTH Dist 100m Azimuth 0 00 00 ETE Eu 1 Make sure the instrument is in horizontal elements editing menu press F2 to display line element inputting menu Input the line length and azimuth in the Dist and Azimuth filed Press F4 ENT key to confirm 74 NOTE Line Input END POINT Pt 100m 0 000m 0 000m LINE Type EndPile Line 100 000 LINE CURV 20 2 2 Input Circle Element CIRCLE INPUT Dist 100 000m Rad 100 000m Azimuth 0 00 00 Turn RIGHT Type EndPile Line 100 000 Circle 200 000 LINE CURV NOTE You can press F3 ENDP to enter the end point inputting menu Input the end point coordinate directly or press F1 READ to recall from memory Press F3 LINE to back to the LENGTH menu Press F4 ENT to confirm you will see the line element in the list menu Here EndPile means the end station of this element 1 Make sure the instrument is in horizontal elements editing menu press F3 to display curve element inputting menu Input the curve parameters i
92. ocococononcconnnconncconoconcconnno 16 3T HoW OC ONT A O E 17 336 HOW LO SGU AMS aa 18 3 8 1 Measure Condition Seti ida 18 3 8 2 Instrument Basic Setting 65655 oat 2ie5 Toes oS coca acest unecias vee ceu se aadesg es 19 3 8 3 Communication Port Setting rss iii 20 SS A O e 21 3 8 5 Date Ge Time Setting ida 22 3 8 7 Key A OS 22 3 30 EDS SA des 24 4 Angle MGAsQrement sossen inate alu GAS cited AA 25 4 1 Measure a Horizontal Angle of Two Points 0oooooccnnoccnncccooccconaconcnonncconncnnno 25 4 2 Set the Horizontal Angle to a Required Value ceceeeeseeseereeereeseeeseenes 26 Ss Distance Wieastire ment nl tada a 6 Coordinate Measurement 24 0000 aiaslaaecby eet tianen tncs Waa tyieeaee 29 6 1 Input the Occupied Point Data isis ic 29 RS A sana hi a ees a aa 31 6 3 3D Coordinate Meastre menta ies 32 7 Stake UA RI 34 7 1 Distance Stake OUt occcccnncconoconononononononononononononononononononononononononononononononess 34 7 2 Coordinates Stake out MeasureMent ocooococccocnconnnnonnccnnoconocnnn nono nono ncconccnnnos 36 7 3 REM Stake out Mens Meri iria rias 37 A A A 39 8 1 Area Calculation by Measured Data cmd es 39 8 2 Area Calculation by Reading Existed Coordinates oooconccoccnoccnocococcnnananons 40 AA teste dmenaaver AER 42 9 1 Single distance Offset Measurement ccsccssscsssnsescceseccestscssnsssneeseces 42 9 2 Angle Offset Measurement rotas tia siii ica 43 9 3 Dual Distance Offset Measurement ooooconoccnnocnnonnc
93. om the surveying point to the position to be stake out Then press F4 OK to set the data 37 S O Ht y 9 562 5 Press Fl REM to begin REM stake out measurement Move telescope to find the point to be SD 10 251m i stake out Move the telescope near the zenith VA 79 6986gon HA 249 0404gon Move the telescope near the nadir WE uu Press key ESC back to stake out mode 38 8 Area Calculate an area shaped with several points The coordinate data of the points could be either measured or input by hand Input Output Coordinates P1 N1 El Area S P2 N2 E2 P3 N3 E3 N P3 P2 P4 Pl P5 E 0 NOTE The number of points 3 30 Make sure these points must be measured or listed clockwise or anticlockwise or mistake will result 8 1 Area Calculation by Measured Data Procedure of area calculation A AN 1 Select F2 MENU 3 Area 2 Area 2 Aim at the first point and then press F4 MEAS 39 3 Press F4 MEAS to re measure distance or press 000 F1 OK the measured data is set as Pt 01 53 493 il A 152 6296gon A 62 1314gon OK MEAS 01 Pt 01 4 Repeat steps 2 and 3 till all points are measured one 02 Pt_02 by one Make sure measure them clockwise or ae aA anticlockwise Press F2 CALC and the calculated 05 area will display Area Calculati cds a a ee 5 Press F4 OK back to menu mode Area m2 ha 8 2 Area Calculation by Rea
94. ooncconnnnnn cono nono noconoconnnonnno 45 TO MEM ss od 47 10 1 Measuring Distance between Two or More Points oooconconocinocconcconcnanonnos 47 10 2 Change the Starting PON dia id 48 Dh REM a aval a ete E saaval ete 49 127 RESECHON Dine Revco Mee Seles ei 50 12 1 Coordinate Resection sis venicec seis cvanacenns sede vedaccc sted enapacecensteedss tomate 51 12 2 Elevation RESCCU OM Gueeanneuinnon 52 12 3 Resection Calculation Pros A 54 12 4 Precautions When Performing ResectiOM oooonocninccnnococoncconnconnnconccconocnnos 55 13 Point PTO SHOU A A 56 13 A Define Baseline seta dl 56 13 2 Pomt Projection sity o siti TE 58 E Out Linenn lear ie cca ease ca t sate deve aa a a A A AAT 59 14 Defne A OS 59 142 Stake Out LinoP outils lt EA E EET 60 14 3 Stake o t Limes LM san 61 15 Traverse DUI 63 15 1 Save C ordinate AAA iini iniaa a ii 63 15 2 Read Coordinates A A a a a A 64 lOr VCE SS pS yet 5 Sich O 65 17 Polar Coordinates Calculo ii 66 18 Repetition Angle Measurement ocooconoccnoncconncconaconnnonononnnccon occ nocnnn cono ccnnncnss 67 19 Arc Staking Out Mea a 69 19 1 Two Point Arc Staking Dl coy cog oe sd onetiviates sisvad eet hug satin 70 19 2 Three Point Arc Staking Dti as 71 20 Road Staking Out MeasureMONt ccooocnoccinccconnoconoconn nono nono nonono coo nocnnncnnncconncnns 73 DOM pitt he Start Staton id A ta 74 20 2 Input Road Horizontal ElementS oooonconinccnoncniccnnoncconnnonnnoconocnnn nono cc n ccoo 74 202
95. points as target 5 MLM 2 Select MENU at P2 in measure mode and then 6 REM select 4 Offset or press F3 OFST at P3 directly 7 Resection Offset 3 Select 4 Offset 2Dist after inputting the 1 0cc Orientation instrument occupied data see 6 1 Input the 2 Offset Dist 3 Offset Angle occupied point data 4 Offset 2Dist Observe ist offset 4 Aim at the 1 target and press Fl MEAS and measured data will display Press F4 OK to accept 10 1 io 000 DE this value 10 000 90 0000gon 64 5154gon 45 Observe 2nd offset 10 186 R 10 000 DE 10 000 90 0000gon 64 5154gon Offset 2Dist SD 13 511m VA 346 9636gon HA 249 0298gon RS o HOY a 5 Sight the qe target press Fl MEAS and measured data will display press F4 OK to accept this value 6 Input the distance from 2 point to the target point and press key ENT the angle and distance of the target point are displayed 7 Press Fl Press F2 Press F3 Press F4 REC to save NEZ to display NEZ coordinate NO back to step 6 YES back to offset mode 46 10 MLM MLM is used to directly measure slope distance horizontal distance and the height difference from one base point to other points without moving the instrument NOTE The last measured data could be set as the base point for the next starting operation The height difference between one point and the base point could be displaye
96. s 20 adjust the value as follows for the display to stabilize then read the automatically compensated angles X2 and Y2 II Adjustment 6 Press F3 OK to set the horizontal angle to 0 Tilt offset Take F2 is displayed Xx 0 0008gon Y 0 0012gon 7 Rotate the top of instrument 180 200gon Wait a few seconds for the display to stabilize then press F3 OK Take F2 X Old 0 0020gon 8 If both correction constant are in the range press F3 Y Old 0 0022gon YES to renew the correction angle or press F4 NO X New 0 0006gon Y New 0 0004gon Set to give up this adjustment 26 10 Vertical Index Error The deviation between vertical circle zero position and horizontal direction is vertical index 1 it is necessary to concern this error when measure vertical angle The instrument program applied a formula to correct this error Warning Before starting this operation be sure to read this manual carefully otherwise it may cause data faulty Because of the close relationship between vertical index and compensator zero position it is necessary to check and adjust compensator zero position before adjusting vertical circle the value should be stable when reading 117 I Check Please adjust the reticle of telescope and correct the collimation error before this operation 1 Mount the instrument at the tripod or a stable device and level it accurately then turn on the instrument 2
97. s Qu REC JOB MY 2 Angle data 3 Coord data 4 Note 5 View 6 OB select Date Time 08 08 2006 10 00 00 4 Weather Cloudy Wind Light Temp 25 C Pressure ppm C ME LE Mes a H 1 Press F4 REC on P3 in basic measurement mode to enter into record mode The active JOB will display 2 Select 1 Occ data to set occupied station 3 You can input the following items by hand PTF instrument heigt Inst H code NO E0 Z0 user date time weather wind temperature pressure and ppm Press key A Y to select item or press FUNC to turn page Press F1 READ to read coordinate from memory ee 6 1 Input the occupied point data Press F2 RES to enter resection program and get the station coordinate Press F3 REC to record the station coordinate into memory At the page 2 of station setting screen press Fl OPPM to set ppm value as 0 directly 4 Press F1 OK to set the station coordinate 90 5 Set the backsight information and back to Rec menu NOTE 0 If the inputted Pt is the same as an existed one the Pt J2 instrument will display as shown left Inst H 0 000m 4 Press F3 NO to re input Code ROAD ress NO to re inpu NO 0 000 Press F4 YES to overwrite EO 0 000 ZO 0 000 Overwrite deleted ADD Press F1 ADD to save and the original one will not be The max length of Pt is 14 characters The instrument height range 9999 999
98. s above the baseline Length distance along the baseline from 1 point to the measured point 61 Procedure of stake out line line Stake out line 1 0cc Orientation 2 Define baseline 3 Stake out line Stake out line 1 Point Stake out line Offset Stake out line SD 33 417ft p a VA 300 9994gon i HA 44 6568gon P2 Tgt H Stake out line Ofline 0 995m Fill 14 401m Length 3 993m RE CIMEAS 1 Select 3 Stake out line after defining a baseline 2 Select 2 Line 3 Input offset value the horizontal move distance of baseline right side indicates positive value and left side indicates negative value Go to step 4 without inputting 4 Aim at the target and press F4 MEAS to measure The measured results are displayed 5 Press F3 NO to re measure the target Press F4 YES to use the measured values The difference between the measured data and the baseline displays Ofline A positive value indicates the point is on the right of the baseline and a negative value indicates it is on the left Cut indicates that the point is below the baseline Fill indicates that the point is above the baseline Length Distance along the baseline from the first point to the measured point 6 Aim at the next target and press F4 MEAS to continue the measurement 62 15 Traverse Surveying Measure the coordinate of foresight point and save it in the list this point
99. s especially designed for Road Layout measurement It can be used for horizontal curve layout Normally one road is constituted by several elements such as line circle curve or Spline Menu P3 1 Road Calculation H road elements list Input Start station Type EndPile HCurve Start Point STATION 0 000 0 000 Select 1 1 0 000 Road Calculation 0 000 1 Input the parameter 2 Road Setout 3 Road file Line I nput LENGTH Dist 0 000m Azimuth 0 00 00 StartPine Height Road Define ani 1 Horizontal Curve 2 Vertical curve Circle Input 3 Road Calculation Dist 0 000m TOP ADD Rad 0 000m Azimuth 0 00 00 Turn LEFT RoadCal Calc STATION 0 000 Road Setiyt Bere 19 000 Spiral Input 1 Occ Orientation Dist 0 000m 2 Road Setout ENT Rad 0 000m 3 Road data view Azimuth 0 00 00 Turn LEFT Direction IN ENDP Road File Select 1 Road File Select 2 Road File Rename 3 Road File Delete 4 Road Initialize Clear all roads Road File Select Road File Rename Road File Select ROAD1 ROAD1 ROAD2 ROAD1 ROAD2 ROAD3 ROAD3 ROAD4 ROAD4 ROAD5 ROAD5 20 1 Input the Start Station Road Calculation 2 Road Setout 3 Road file Road Define 1 Horizontal Curve 2 Vertical curve 3 Road Calculation HCurve Start Point STATION 0 000 0 000 0 000 0 000 Type EndPile LINE ICURV 1 Press F2 MENU on P2 of the basic measurement mode on the page 3 select 1 Road Calculation enter r
100. some basic settings 1 Backlight Press numeric key 1 then press left key or right key to turn on or not 2 LCD contrast Press numeric key 2 then press left key or right key to adjust it 3 Reticle level Press numeric key 3 then press left key or right key to adjust it If the value is zero the illumination is turned off 4 Key beep Press numeric key 4 then press left key or right key lt to turn on key beep or not if you select NO you will not hear the beep voice when press the key 5 EDM returned Signal Aim at a target then press numeric key 5 and the instrument will beep the EDM returned signal value will display simultaneously 6 EDM setting menu Press function key F1 to open the EDM setting menu 3 8 How to Set Parameters Press key Cnfg on the keyboard to enter into config mode in any status all the following items can be set 3 8 1 Measure Condition Setting 1 Press key Cnfg to enter into config mode Config 1 Meas condition 2 1 nst config 3 Inst adjust 2 Select 1 Meas condition to set measurement 4 Com setting 5 Unit 6 Date amp Time 7 Key Function parameters All items display on two pages Meas condition 3 Change the settings if necessary Press keys 1 Dist mode 2 Tilt adjust 3 Refr coeff to select items and press keys to set options 4 VA display 5 HA display 6 HA buzzer 7
101. t data or press Fl READ to use existed coordinates data or press F3 MEAS to measure the point 6 Press F4 OK to input the second point data 7 Press F4 OK to finish defining baseline The grade of the baseline will display 8 Press F2 1 or F3 to change the grade display mode Defined baseline could be used in both stake out line measurement and point projection 57 13 2 Point Projection The baseline must be defined before performing point projection Procedure of point projection Point projection 1 0cc Orientation 2 Define baseline 3 Point projection 1 Select 3 Point projection after finishing defining baseline 2 Input the point coordinate Press F2 MEAS to measure the point to project When recording the data as a known point press key Func and press F2 REC on P2 Record Point projection method see 23 1 Input Known Point Coordinate by Keys 3 Press F4 OK to calculate Length Offset and dVD will display 0 000 0 000 0 000 Length Distance along the baseline from 1 point to 2 point X direction Offset Distance from point to project to the Point projaction position at which a line extending from point of Length Offset dVD 1385 260m 203 107m 2 212m project intersects the baseline at right angles Y direction dVD Elevation between the baseline and the projected point Nir A Press F1 NEZ to display switching
102. tersection points including station height and length from this intersection point to next intersection point P4 P2 Station 0 200 450 550 Height 600 625 570 685 Length 200 250 100 50 20 3 1 Input Vertical Road Element 1 Make sure the instrument is in Road Define menu Road Define select 2 Vertical Curve to vertical elements editing 1 Horizontal Curve 2 Vertical curve menu 3 Road Calculation Here Press F1 FIST key the cursor will move to the first element StartPile Height Press F2 LAST key the cursor will move to the last element Press F3 Del key to delete the selected element Press F4 ADD key to add a new vertical element FI ST LAST ADD VCurve Element 2 Press F4 to display Vertical road element inputting STATION 0 000 Ht 600 000 Lengh 200 Press F4 ENT key to confirm menu Input the parameter for vertical element 78 3 You will see the just inputted element in the era did 500 a vertical element editing menu FI ST LAST ADD VCurve Element STATION 200 000 4 Press F4 ADD to input next one Here the STATION is displayed automatically it Ht 625 000 comes from the previous element s length Lengh 250 Press F4 key to confirm Papel Ble T 5 Repeat step 4 to input all the vertical elements for 200 000 625 000 the road 400 000 570 000 500 000 685 000 550 000 700 000 FI ST LAST ADD 20 3 2 Edit Vertical Road Element In the horizontal e
103. the factory setting ppm value could be calculated by inputted temperature and pressure or input directly If the option of ppm correct is set as Yes the temperature pressure and ppm can not be inputted by hand This operation is also available in stake out mode 9 You can press star x F 1 EDM key to enter EDM setting menu directly 4 Angle Measurement 4 1 Measure a Horizontal Angle of Two Points wa 1 Sight the 1 target M P A s A3 ppm 0 Press F4 OSET twice to set the 1 target as 0 atPl in the measure mode SD Wi Press SHV1 or SHV2 to change display status VA 85 55 50 lI enod HA 0 00 00 Pl firstly if in distance mode PIEN SLAA ELN 24 EJEA 2 Sight the 2 target The displayed value is the Meas PC 0 0 f ppm 0 included angle between two points SD a VA 85 55 50 T Ist target 2nd target HA 156 13 14 P1 O Sn SA SD 0 ee KX 25 4 2 Set the Horizontal Angle to a Required Value Meas PC 0 0 ppm 0 D A SD VA 302 5432gon oe aia ooo CORDIMENU HOLDIN SET Set H Angle 1 Azimuth 2 Back sight Set H Angle Azimuth Tgt H 0 000m PT Observe point PC 0 ppm 0 SD VA 302 5432gon lI HA 399 9998gon P1 CD MEN AO EE 1 Take your instrument sight the 1 target Press F4 HSET at P2 in the measure mode 2 Select the first item 1 Azimuth and input the required value in Azimuth filed then press ENT to save the
104. ting time 2 LCD contrast 0 13 9 3 Reticle adjust 0 9 7 NOTE The options with the symbol are the factory setting 3 8 3 Communication Por t Setting Please set communication parameters before connecting your computer Config 1 Meas condition 2 1 nst config 3 l nst adjust 5 Unit 6 Date Time 7 Key Function Com setting 1 Baud rate 1200 2 Data bits Sbit 3 Parity No 4 Stop bit 1bit 5 Check sum No 6 Xon Xoff No 1 Press key Cnfg to enter into config mode 2 Select 4 Com setting to set the parameters of communication port 3 Change the settings if necessary Press keys A y to select items and press keys gt gt to set the options 4 Press key ESC back to the previous mode 7 Comode B TOOTH Table 3 3 Option list of com setting Item Options 1 Baud rate 1200 2400 4800 9600 19200 38400 2 Data bits 8bit 7 bit 3 Parity No Even Odd 4 Stop bit 1bit 2bit 5 Check sum No Yes 6 Xon Xoff No Yes 7 Com mode RS 232 B TOOTH Note 9 Every first options with the symbol are the factory setting 20 3 8 4 Unit Setting Config 1 Press key Cnfg to enter into config mode 1 Meas condition 2 l nst config 3 Inst adjust 2 Select 5 Unit to set unit 4 Com setting 6 Date amp Time 7 Key Function Unit 3 Change the settings if necessary Press k
105. to the offset a a ee Ola Offset point o Target O al Instrument station point Target point When the offset point is positioned to the left or right of the target point make sure the angle formed by lines connecting the offset point to the target point and to the instrument station is almost 90 When the offset point is positioned in front of or behind the target point installs the offset point on a line linking the instrument station with the target point Procedure of single distance offset measurement Menu 1 Set the offset point close to the target point and ada pa measure the distance between them then set up a 3 Area prism on the offset point 5 MLM 2 Aim at the offset point and press Fl MEAS to 6 REM measure the distance at P1 in measure mode 7 Resection 42 Offset 2 Offset Dist 3 Offset Angle 4 Offset 2Dist Offset 1 0cc Orientation 2 Offset Dist 3 Offset Angle 4 Offset 2Dist Offset Dist SD 10 186m VA 90 0000gon E HA 64 5154gon lI US mt Offset Dist Dist 10 000m Direc 1 Offset Dist SD 13 511m VA 346 9636gon HA 249 0298gon RS 4 HOY EE 3 Select MENU 4 Offset or press F3 OFST at P3 of basic measurement menu 4 Select 1 Occ orientation to input the instrument occupied data see 6 1 Input the occupied point data 5 Select 2 Offset Dist 6 User could press Fl MEAS to re measure the
106. y it means there are some staked points exist in this file already Press F3 YES key to cover these points or press F4 NO back to previous screen OVERLAP 83 20 5 Road Staking Out Data View After design and calculate the road all the staking points can be view Road Calculation 1 Input the parameter 2 Road Setout 3 Road file Road Setout 1 0cc Orientation 2 Road Setout 3 Road data view STAKE STAKE STAKE STAKE STAKE STAKE STAKE ee Su 321 Road RoadCoordSO Pt 1 0 000C 0 000 0 000 600 000 Zp Rea Bt eae 0 000 0 000 600 000 1 Code 0 000C NEXTIPREV 1 Press F2 MENU on P2 of the basic measurement mode on the page 3 select 1 Road Calculation enter road menu 2 Select 2 Road Setout to road setout menu 3 Select 3 Road data view to view the staking station data the station list will display Here STAKE Center station serial number RSTAKE Right station serial number LSTAKE Left station serial number Press Fl t P key to change the function of A and V keys if it is light press A ory to move cursor between adjacent points If it is backlight display press A or Y key to move cursor to display adjacent pages Press F2 TOP key to move cursor to first station Press F3 LAST key to move cursor to last station Press F4 SRCH key to enter the serial number PT to look for the station 4 Press F4 ENT to display the coordinate of selected station PT

TS680 USER MANUAL nv2.0e

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