NTS02 Manual English - Surveying Equipment
Contents
1. 50 9 3 Plane Offset Measuremennt 52 9 4 Column Offset Measuremennt 54 11 Height measurement REM 59 12 Intersection eene ee eene ee eene see ene see ese sesso s 62 13 Point Projection eere eee 69 13 1 Define Baseline ee eeeeeeee 70 14 TRV GUS eie rire e aea ee BEER o rae ek Ibl Pea eo pen eS epo epi GER ipM in meu 71 15 ROADWAY RR 12 15 1 Define the Horizontal Curve of Roadway 74 15 2 Defining the Vertical Curve of Roadway 79 15 3 Roadway Setout cccccccccscescercceccsesccerseeseese SO 3 16 Filemian i eo oe eed eere an se so aoo uS e e ea ne ono cU en eoo ete reco 83 17 Specifications eee ee eee ee e eee eee enee 87 18 Prompt Warning and Error Messages 89 19 Standard Warranty Terms 93 1 Precautions for Safety 1 1 NOTE Do not look directly into the sun with instrument Avoid exposing to direct sunlight Do not look into the sun directly to protect your eyes and instrument Avoid exposing the instrument to vibrations When transporting keep the instrument in the case and try your best to avoid unnecessary vibrations Carry the instrument When carrying the instrument handle must be held tight Check the bat2. eee ee eren eee ene essoss soos 8 3 2 Basic Key Operation 20 3 3 ML e e 21 3 4 Mode Diagram irren eerte toto ra eire eere epaS 21 3 5 Power Omn OR oce ee sscctssstcteossisccscnsssescsces 23 3 6 How to Input Number and Alphabet 24 3 7 How to Configure ccrcccccscccccescecscsccesscsecceeseeere 25 4 Angle Measuremenst e eee eee eee eee ees sens seese ess 28 2 4 1 Measure a Horizontal Angle of Two Points 28 4 2 Set the Horizontal Angle to a Required Value 29 5 Distance Measurement eee eese eee ese eenenoe 30 6 Coordinate Measuremennt ee eee eee ese eeo esso 3 L 6 1 Input the Occupied Point Data 33 6 2 Azimuth Setting eere eerte eere eee eese ID 6 3 3D Coordinate Measuremennt 36 7 Stake out Measurement 38 7 1 Distance Setout ee eec eee eee eee een ene eeo es 39 7 2 Coordinates Setout Measurement 41 8 LATOBG uoce ei sine AR cele ais UG ee dives visti ma i brvesp Es d 8 1 Area Calculation by Measured Data or Input DD m C 9 Offset Measuremennt eee e ee eee eee eee es soe ees see e 7 9 1 Distance Offset Measuremennt 47 9 2 Angle Offset Measurement
3. 68 13 1 Define Baseline Procedure of defining baseline Survey Height i A 1 I H amp T H 2 Set baseline 2 Point project Pt project Begin a Vz 80 00 13 HR 340 56 50 dd 4 890m 4 831 LEES QNI ZIP Inm i project end 83 09 38 ur 24 30 08 m 6 408m 6 362 LEES a CDD Lm 69 1 Select the menu item 2 to define a baseline 2 Measure the start point of the baseline 3 Aim at and measure the end point of the baseline then defining baseline is over Procedure of point projection Survey Pt project a HR 15 23 50 x 0 903m Y 0 867 Z CEES un 0 099 Mode Survey Pt project a HR 15 23 50 SD 0 867m HD VD LEE un 14 Inverse The distance and azimuth from a start point to an end point could be calculated according to input their coordinates Input Output Coordiante of start point NO E0 Z0 Distance D Coordinate of end point N1 E1 Z1 Azimuth Az 70 End point AZ Start point This function can be implented in MLM when all coordinates is called from the coordinates file 15 Roadway Roadway application program is composed of designing and roadway setout when you select roadway function then the menu is appeared as follow Roadway 2 New H curve file 3 New V curve file 4 Resume H curve 5 Resume V curve 6 Road Setout A roadway can be described as a Horizontal curve and a Vertical curve we describe a hori
4. CORD DIST Coordinate mode basic measurement mode 92 1822 i 187 0715 m 3 Z Menu mode 4 1 Col ion 2 Setout 3 Fileman 4 Program 5 5 parameter 6 Calibration 22 angle mode basic measurement mode 2 Setup station 3 Setup BSS 4 Sequence of collection S Collection Collaciisn a TSelect ile i Seton t 1 Setup station 2 Setup BSS 3 Setout 4 0dd coordinate 5 Intersection 6 Input coordinate V mail por Um f 4 Disk format 5 Disk information 6 Input coordinate V 5 Point projecting 6 Roadway 3 HA mode 4 VA mode 5 EDM mode Tindex error i 2 Tilt error 3 5 Power On Off 1 Confirm the instrument is leveling press the red key o POWER ZTS 120 120R 92 18 22 2 Release POWER the Aer M instrument will display the angle mode screen CETT zu ENS GNE II Power off ENT gt Shut off 3 Press the 1 0 ESC gt Quit POWER the instrument will pop up power off Ce Sy EDIZS dialog box ENT key will shut down 3 seconds auto quit 23 3 6 How to Input Number and Alphabet All Number and alphabet inputing must be carried out in a dialog box for example input point name SUNIA and STN 123 456 in Setup station dialog box 1 Press Setup station F3 the soft key prompt will switch v v v v Alph F1 F2 F3 F4 2 Press 7 S will present in inputbox and the caret shift to nex
5. 1 Remove the battery Press the button downward as shown left Jl Remove the battery by pulling it toward you j is 2 1 3 Recharge the Battery 2 Mount the battery CDInsert the battery to the instrument Press the top of the battery until you hear a Click 13 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 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 Green Light indicates that the charge has finished Flashing Red Light indicates no battery on charging poor connection or some problems exist 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 14 2 2 Setting Up the Instrument Mount the battery in the instrument before performing this operation because the instrument will tilt slightly 1f the 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 h
6. 508 306 1000 48 altitude 324 325 329 247 325 689 length 0 84 56 52 806 The input method of defining vertical curve is just same as the 78 horizontal I P see Procedure of defining Horizontal point of intersection 15 3 Roadway setout When you select road setout function a menu named road setout 1s poped up Before setout you should do something 1 Load a LINE TYPE file from file to memory using menu item 1 If you have defined a roadway just now then you cannot do it 2 The coordinates of instrument station must be setup you can use menu item 2 3 The azimuth must be setup you can use menu item 3 Road setout 2 Setup ST 2 Setup BSS 4 Road Setout The figure for road setout is shown as follow 79 center i A left dH rightdH T left distance Fight distance T te 510 520 stake az 530 center Procedure of Road setout Roadsetout para 1 2H Start Mile 100 Space Between 10 B S Clear Enter Roadsetout para 2 a Leftdist Rightdist Left dH 10 0 1 0 1 Enter Roadsetout RightEdgell Mile 100 00 Offset 10 00 dH 0 100 T H 1 000 Edit Setout found by 1 Input the start mile and space between left distance etc 2 Input distance right 3Use A V to set the mile on the stake that you need to setout uset lt gt to select left edge center or right edge if the mile is not A VY then
7. Track 7 Stake out Measurement Setout measurement is used to Setout the required point The difference between the previously inputted data to the instrument the Setout 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 diplayed using the following formulars 38 Horizontal angle difference dHA Horizontal angle of Setout data measured horizontal angle Distance difference Distance Displayed item SD S O SD measured slope distance slope distance of Setout data HD S O HD measured horizontal distance horizontal distance of Setout data VD S O VD measured height difference height difference of Setout data NOTE Setout data can be input in various modes SD HD VD coordinates and REM measurement EDM settings could be set in this mode T 1 Distance Setout The point to be found based on the horizontal angle from the reference direction and the distance from the instrument station Position to be Setout A distance Reference direction Present terse position Instrument stati 39 Procedure of distance Setout easurement 1 Press F2 Setout at P2 in the distance measurement mode 92 18 22 E 187 07 15 m feet Setout m f iP2 2 2 Select one of the distance setout modes HD SD VD by pressing F3 Mode Press ENT to acc
8. 1 Input a known point you can press Fl Input to input the point coordinate by coordinate or you can press F2 Search to call an existing coordinates for current coordinates file 2 Aim at the point that you have inputed its coordinates then you can select one of angle and distance mode to do Intersection measurement 3 If you have selected the intersection Pti distance mode then you need Vz 80 00 13 to pres Fl MEAS 340 56 50 4 890 1 000m the slope distance after starting EDM and obtaining measuring distance you press F1 Next to measure next point Intersection Pt 2 a vz 83 07 52 4 If you have measured two 3 40 00 or more distance the prompr 6 409 1 000m Calc will appear in another way if you have measured three or more then the prompr Calc will appear in this time Intersection result a an pr FA Calcit dN SR you c press i Cale to dE 0 001 obtain the coordinates of dZ 0 000 instrument station MdHD 0 004 FARREN cea Gtr BIST The result of calculated instrument station is shown as the picture on the left This is the error of the station coordinates 6 Press F4 dCoor the Intersection result H coordinate of intrument N 0 004 E 0 003 Z 0 003 TE CS Ge Gm station will be shown you can Press F1 Set ST to setup station and press F2 Set A to setup the Azimuth of the instrument 1 Setup station Intersection result
9. B coo 1 19 a 1A 100 000 120 000 A002 290 000 290 000 A003 101 000 180 000 A004 202 000 270 000 BeginggEnd Pick Input point t for setout i N 0 000 E 100 000 m Z 0 000 am eee Calculate Setout HR 50 11 39 HD 156 205 Coor 0 00 18 E 50 11 22 m CEE OPTS um DD 0 00 18 H 50 11 22 m EE MIE um DD 5 The point list will appear you search the point that you need in the list if you find the you press F4 Pick to get the coordinate else you press ESC system will recommend another coordinate file for you to get the coordinate 6 The coordinate information will appear in the dialog box Press ENT system accept your input 7 System calculate Azimuth DR horizontal distance HD then you can select one of two setout mode distance or coordinate 8 Distance setout mode we expect that dHR and dHD tend to zero 9 Coordinate setout mode we expect that dHR and dN dE dZ tend to zero 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 E1 Area S P2 N2 E2 P3 N3 E3 N P3 P2 P4 P1 P5 E 0 NOTE The number of points 3 20 Make sure these points must be measured or listed clockwise or anticlockwise or mistake will result 44 8 1 Area Calculation by Measured Data or Input Data Procedure of area calculation Program
10. ESC2Quit time to delete these files one by one formating the disk would be a good idea when you format the disk the prompt as the picture on the left will appear so you must save all measurement data before you format Fileman 1 Fileman Availability space 2004KB disk You can select the menu 8 Sometimes you wish to view the fress space of the item 5 to do it 6 Input coordinate V 85 9 Sometimes you need to Pt name SUN9 previously input some Code MY N 111 coodinates for the subsequent using Then you can use the menu item 6 to input data 17 Specifications Telescope Image Erect Objective aperture EDM 45mm Magnification 30x Field of view 1 20 Resolving power 3 5 Minimum focus distance 1 5 m Angle measurement Detecting system absolute encoder Angle unit degree gon mil selectable Minimum display 1 5 10 selectable Detecting mode Horizontal double Vertical double Accuracy 2 DIN18723 Distance measurement Distance unit m ft selectable 86 Working distance good condition Single prism 2000 m 300m white board reflectivity 18 Mini reading Fine mode 1mm Accuracy 2mm 4c 2ppm D prism 5mm 3ppm D no prism Measurement time Fine mode 2 sec single mode 1 2sec continue mode Tracking mode 0 5 sec Temperature unit C F selectable Pressure unit hPa mmHg selectable Temperature input range 20 C to 60 C 1 C steps R
11. a 1 Select Program menu 4 1 REM Height meas A enter into Area measurement 2 MLM 3 Coor Z 4 Area 5 Point projecting 6 Roadway Survey Area a 2 Area measurement Pt01 100 000 120 000 interface is shown as the picture on the leftyou can press Fl Input a point or call an existing point Point Area a N m E 3 Input a point coordinate or you can press F3 Search to CASS EET GEET ninm call an existing coordinate 2 45 Survey Area a Pt01 100 000 120 000 Pt02 100 000 100 000 Survey Area Vz 92 18 22 HR 187 07 15 N 200 000m E 290 000 CEES mr Survey Area a Pt01 100 000 120 000 Pt02 100 000 100 000 OM REE PY e Area 1000 0sq m z 0 1ha 0 2471acre Perimeter 431 94m 46 4 After coordinate the the coordinate inputing always is inserted behind the last select bar and current coordinate turn into a selected bar 5 You can press F2 Meas to abtain a unknown point coordinate this time you have to start EDM after distance the point coordinate is shown as measurement unknown the picture on the left 6 Press F4 Eneter to accept the coordinate measured point 7 After the numbers of points is more than 2 the calculation is possible then you can press F4 CALC the Area Perimeter of the shape that is and surrounded by the points in list box Graphics 9 Offset Measurement 8 To obtain a result these points must be me
12. BSA 24 30 41 7 The azimuth of the instrument is also calculated you can press F4 Set to set the Azimuth of the instrument 12 3 Precautions When Performing Intersection In some cases it is impossible to calculate the coordinates of occupied point if the unknown point and three or more known 66 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 instruments 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 O6 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 67 2 Measure one more known point which Is not on the circle 3 Perform a distance measurement on at least one of the three points 13 Point Projection Point projection is used for projecting a point to an established baseline By measuring a point its offset to start point the horizontal distance and vertical distance between the point and baseline can be calculated the figure is shown as follow
13. For the safety of your product and prevention of injury to operators and other persons as well as prevention of property damage be sure to read this manual The definitions of the indication are listed below Be sure you 6 understand them before reading the manual s main text f Ignoring this indication and making an WARNING x operation error could possibly result in death or serious injury to the operator Ignoring this indication and making an N CAUTION operation error could possibly result in personal injury or property damage A WARNING e Do not disassemble Fire electrical shock or burns can occur Only ZTS 120 120R authorized distributors can disassemble or rebuilt e Do not look directly into the sun Eye injury or blindness can Occur e Do not cover the charger Fire can occur e Do not use power cable socket or plug Fire or electric shock can result e Do not get battery wet Fire or electric shock can result e Do not expose 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 ZTS 120 120R Fire electric shock or burn could result e Do not use the power cable which is not specified by 7 ZTS 120 120R Fire could result e Do not short circuit of the battery Fire could result e When this produc
14. dist Target H HR 31 40 09 SD 14 902 HD 9 193 VD 0 855 Tec GEE must press DIST 3 The result is shown as the left Press accept the picture on the F4 Enter to result 4 The result of target point is shown as the picture on the left if you wish to display coordinate then you must press CORD or if you wish display distance then you 5 When you press F1 Next you will be informed to save the result if nessary you can press ENT to save the result 9 2 Angle Offset Measurement Sometimes we need to measure a coordinate of a point such as Al whose position cannot place a prism Assume that we know that the horizontal distance from CI to A1 and the distance from CI to prism are equal The angle offset measurement can be used the figure is shown as follow Prism P HD r HD F HD r Horizontal distance from CI to P HD f Horizontal distance from CI to A0 Note if you need the coordinate of AO you should set the height of prism to zero if you need the coordinate of A1 you should set the height of prism to the real height 50 Procedure of angle offset measurement ffset a 2 Dist offset 3 Plane offset 4 Column offset Offset angle Prism E HR 356 50 27 SD HD VD CEE um MIE Offset angle Prism M HR 356 50 27 SD 4 582 HD 4 567 VD 0 371 OE LEE Bum or set angle eet a 53 10 NC ar 565 E 1 150 Z 0 871 um LE 1 Select t
15. have been saved Select coor file Aassign a coordinates file Overtop the value is out of range No data there is not record in the file Type not matching the type of file is not match with what you need 89 Inexistence file file is not existing Empty file there is not record in the file Pickup 21 records read out 21 roadway elements from the file Pickup 7 records read out 7 roadway I Ps from the file 90 Beep off switch off Beep on rectangle position 90 Beep on switch on Beep on rectangle position Setup station first please config station before seting BSS Open error cannot open file T H overtop the height of the prism is out of range I H overtop the height of the instrument is out of range Dist overtop the value of distance is out of range Press overtop the value of air pressure is out of range Temp overtop the value of air temperature is out of 90 range Cannot calculate the shape is mussy so area cannot be calculated Extension error Input as follow COD COO MEA LSH LSV system can only accept some file such as cod coo mea Ish Isv Disk is full there is not enough space to save file delete some unused file Max elements should be less than 20 there are 20 or less elements that can be accepted by the instrument Mileage overtop the mileage of the start point is out of range Error I P number less than
16. to pop up the list box of all inputed element Press Fl Save to save all element to current H LINE TYPE file and quit defining Press F2 View to browse the detailed information of a element or to edit it Procedure of defining Horizontal point of intersection 76 Curve define H 0 000 0 00 00 Mileage Azimuth define H Begin Mileage 100 N E N Pt 1 E Radius A1 A2 EXE SEET List H element a 01Begin 100 LJ O3I P 170 O41 P 215 ECTS UIS 1 First pressing FA4 I P to select the mathod of point of intersection then all input is I P latter 2 Input the Mileage and coordinates of start point 3 Input another I P one by one press ENT to accept a dialog box ESC to stop inputing then pop up a list box of I P Press F1 Save to save all poins of 4 Press intersection to current V LINE TYPE file and quit defining Press F2 View to browse the detailed information of an I P or to edit it 15 2 Defining the Vertical Curve of Roadway The speciality of the roadway slope should be described by the vertial curve there are three attributes on the vertical curve 1mileage altitude and length the mileage is representative of the point where the slope is changed the altitude is the altitude of the point where the slope is changed the length indicate how much curve length is disigned to implement the slope changing the figure is shown as follow mileage
17. 3 for calculation the 91 number of the intersection point should be 3 or more No data V there is not data that define the roadway in vertial aspect 19 Standard Warranty Terms Warranty period for ZTS 120 120R is 12 months from date of purchase Hi Target warrants this instrument made by Hi Target Surveying Instrument to be free from manufacturing defects in materials and workmanship For claims to be made under this warranty the instrument must be inspected by Hi Target and the defect must be proven to Hi Target s satisfaction At the time that it is proven to the Hi Target s satisfaction that the instrument is defective it shall be repaired or replaced at the Hi Target s option and returned to the original purchaser at no cost to them Hi Target s sole obligation and the Buyer s sole remedy are limited strictly to repair or replacement with these provisions below A The instrument 1s returned to Hi Target properly packaged with the transportation charges prepaid and insured and accompanied by proof of ownership Receipt and previous registration is required B Except for ordinary wear and tear resulting from normal usage 92 the instrument upon inspection by Hi Target is determined to be defective in material and or workmanship Under no circumstances shall Hi Target be liable for any consequential incidental or contingent damages whatsoever Limitations and Exclusions A This warranty does not apply to inst
18. ER RADIATION WHEN OPENDO NOT STARE INTO THE BEAM CAUTION Note for Safety A WARNING 9 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 Exceptions from Responsibility 1 The user of this product is expected to follow all operating instructions and makeperiodic checks of the product s performance 10 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
19. H N 0 004 E 0 003 2 0 003 ER LETT ID 8 Setup the azimuth of the Intersection result B instrument and you can press N 0 004 F3 Rec to save the E 0 003 Z 0 003 GET DIT coordinates to current measurement file 12 2 Elevation Intersection Coor Z 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 64 Procedure of elevation resection Coor Z No 1 gt Pt name Code T H Read Coor Z No 1 1 46 36 1 000 file list Coor Z No 1 HR 1 46 36 SD 4 897m HD 4 837 VD 0 767 CEE IModefiEnter Coor Z No 1 a HR 1 46 36 SD 4 897m HD 4 837 VD 0 767 CREE Cx er 1 Input a known point you can press F1 Input to input the point coordinate by coordinate or you can press F2 Search to call an existing coordinates for current coordinates file 2 Press F1 MEAS starting EDM and obtaining the slope distance 3 Finished measuring you can press F4 Enter to accept the data 4 One or more known point can calculate the coordinate Z 5 Another known point will Coor Z No 2 be measured HR 23 42 19 SD 6 408m HD 6 362 VD 0 767 CES a SIS 6 Calculate the coordinate Z Coor Z result a and HR 24 30 41 of mses satona you Z 0 002 need this coordinate Z as dz 0 000 coordinate Z of station then you press F4 Set Coor Z result a
20. Thank you for choosing ZTS 120 120R As your handy construction tool it will provide you with the most efficient and economic solutions to your job To fully utilize the potential of your instrument and protect your investment you need to as we strongly suggest thoroughly read this manual before starting any operations Should you run into any problems Hi Target s technical support team will be happy to assist you Hi target ZTS Serises Total Station ZTS 120 120R Simply Powerful Contents eir EY 1 Precautions for Safety eere eere S 1 2 Definition of Indication 6 1 3 Safety Standards for Laser ZTS 120 120R SEVIER eoscc bere ete EE EBENEN HEP QE eEUYY OVE EE PAM ADR UE XRUNTNK ES 9 1 4 About USBE eei iiie eroe Vua stones reso Sua ee eto Po s ops oU M Ud 10 1 5 Exceptions from Responsibility 11 2 Preparation before Measurement 12 2 1 About Battery eere eee eee eee eee see sseeseese ses 12 2 1 1 Battery Power Symbol 12 2 1 2 Replace the Battery 13 2 1 3 Recharge the Battery 14 2 2 Setting Up the Instrument 15 2 3 Centering and Levelling Up 16 3 Basic Functions eese eere ee ee ee essen esses sss 18 3 1 Nomenclature
21. asured or listed clockwise Or anticlockwise this time you can press X to check it the shape is shown as the picture on the left 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 four ways 9 1 Distance Offset Measurement Sometimes we need to measure a coordinate of a point such as A whose position cannot place a prism assum that we know the horizontal distance from prism to Al the Distance offset 47 measurement can be used Prism P Center of instrument CI Procedure of distance offset measurement Offset dist Length B Ping the known offset Left Right length distance Front Behind Len EX EEG Enter 2 Aim at the prism to start EDM if you need the Offset dist Prism M coordinate of AO you should HR 356 50 27 set the height of prism to p zeroif you need the coordinate of A1 you should set the height of prism to the real height 48 Offset dist Prism M HR 356 50 27 SD 4 387 HD 4 373 VD 0 855 GITE LIII mun Offset
22. 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 92 18 22 187 07 15 EET GE ES LEVE Measurement is possible The battery is lower it is better to replace 24D Nm Measurement is impossible it is necessary to replace 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 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 12 increase immediately It is suggested to check every battery power before field work 2 1 2 Replace the Battery
23. ead 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 15 3 Move the tripod legs to centre the circular level The instrument is now roughly leveled up 4 Center the bubble in the circular level Screw A Screw B Loosen the horizontal motion z gt clamp and turn the instrument f tll the plate level is Plate level A A perpendicular to a line shaped with screws A and B Adjust the screws A and B to make 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 16 the surveying point is exactly centered in the
24. eed to save the record or not 8 and then prompt if you ENT set HA need to setup a azimuth using ESC Quit the BSS data or not if you select ENT then the instrument will display the horizontal angle as Azimuth evermore How to obtain the existed data Known point data is in the current coordinate file If the coordinates data is in another coordinate file then you have to select the file as current coordinate file in this time you can do it by pressing X 1 press F2 Search to get a ST name A01 point coordinates information for the station if you can remember the point A ATIS iClear name input the point name shown as the picture on the Pt B COO 1 15 A001 100 0 100 0 left A002 100 0 100 0 2 press ENT The list of A003 100 0 100 0 A004 100 0 100 0 existed coordinate swill be A005 100 0 100 0 got if the point name is error EEF ID Git EXE Gate then system prompt cannot find 3 if you cannot remember the point name in current coordinate file then you can press F4 Read to browse the coordinate file and find out the point that you need Press keys 4 W to move one by one Press keys lt Q p gt to turn the previous next page iBegin Press it and the first point on the first page will display Gat Press it and the last point on the last page will display If more than two points with the same point name exist in the current Coordinate file the instrument finds the fir
25. efraction and earth curvature correction OFF 0 14 0 2 selectable Reflecting prism constant correction 99 9mm to 99 9mm Level vial sensitivity Plate level 30 2mm Circular level 8 2mm Compensation System Liquid single axis Range 3 Resolving power 1 Laser plummet Accuracy 0 8mm 1 5m Laser class Class 2 I EC60825 1 Laser wavelength 650nm Display LCD 6 linesx24 characters Illumination Yes 87 Internal memory Internal memory 20000 points Data communication I O RS 232C Power Battery Li ion Rechargeable battery Voltage 7 4 V DC Continuous operation tine 9 hrs Distance amp angle 24 hrs Angle only Chargers 100V to 240V 50 60Hz Charging time at 20 C Approx 4 hours Others Working temperature 20 50 C Dimension 220 X 184 X 360m m W XD XH Weight 14 Ib Waterproof IP54 IEC60529 18 Prompt Warning and Error Messages Tilt Over the tilt compensater is out of range Points NO lt 20 the number of points should be less than 20 Cannot find cannot find any point by the name 88 Pt first input the name of point first please No information Have not got station BSS or other coordinates or have not input pointname Filename error illegal character in the filename Cannot import type of the file is not match cannot import Choose file please assign a file to import or export None record there is not record in the file Saved records
26. enu is shown as follow You can config all instrument options according to your appliction 4 Angle Measurement 4 1 Measure a Horizontal Angle of Two Points a 1 Sight the 1 target 92 18 22 Press F2 SETO to set 0 00 00 the 1 target as 0 at P1 in the measure mode ELTE ES GO GE 2 Sight the 27 target The E displayed value is the 92 18 22 included angle between 187 07 15 two points lst 2nd ame END m E So EA 28 4 2 Set the Horizontal Angle to a Required Value 1 Take your instrument sight Set H angle the 1 target Press F3 SETA at P1 in the measure mode 2 Input the required value EAS SEE Enter then press ENT to save the value And it displays as the HR 123 0005 horizontal angle il The range and format of the 92 18 22 input value 123 00 05 gon 0 399 9999 degree 0 359 5959 mil 0 6399 999 BIENES UNITE AA 3 Sight the 2 target The horizontal angle from the 2 4 target to the value set as the horizontal angle is displayed NOTE Pressing HOLD performs the same function as above The horizontal angle is in hold status when HOLD is present Press HOLD again to releasse the holding status 29 5 Distance Measurement Please set the following items before distance measurement e Prism constant e PPM e Grid scale if need e Koption if need e Select reflector e EDM mode setting by the application Procedure of distance meas
27. ept HD X m the selection Setout dist B EEG GITE Gunn Setout dist SD m EXE EEG GITE Gunn Setout dist VD m EEG GITE Gunn 40 3 Press F2 Meas to Vz 92 1822 li Start EDM when the error HR 187 07 15 i SD m is less than 0 002mm then dhd the EDM will stop ST TE TE 2 measuring automatically 7 2 Coordinates Setout Measurement After setting coordinates for the point to be Setout the instrument calculates the Setout HA and HD By selecting the HA and then the HD Setout functions the required coordinate location can be Setout To get the Z coordinate attach the target to a pole etc with the same target height A Distan R PN Back sight station Point to be Setout Instrument Angle station 41 Procedure of coordinate Setout measurement Menu 1 Collection A Press MENU in the basic 3 Fileman 4 Program 5 parameter 6 Calibration Setout 1 Setup station 2 Setu pee 2 Select 3 Setout 4 Polar coordinate 5 Intersection 6 Input coordinate w Input point for setout li Input point coordinate that N EL m you need to setoutif the Z point is in current coordinate file then you can B S ClearjSearchaEnter press F3 Search to obtain a known coordinates Pt name 4 If you can remember the EXCH GS GEESE point then you input the pointname else you can press directly ENT 42 Pt
28. he function of angle offset measurement 2 Start EDM if you need the coordinate of AO you should set the height of prism to zero if you need the coordinate of Al you should set the height of prism to the real height 3 The result of the point positioned prism is shown as the picture on the left Press F4 Enter 4 The result of the target point appear If you wish to display coordinate then you must press CORD or if you wish display distance then you must press DIST 5 When you press Fl Next you will be informed to save the result if nessary you can press ENT to save the result 9 3 Plane Offset Measurement Sometimes we wish to obtain the coordinate of some points where we cannot measure directly distance Fortunately we can Offset Plane pt 1 H 1 55 42 4 847 4 831 0 393 Offset Plane pt 2 H HR 9 36 37 5 182 5 165 0 420 RES un LIEB Offset Plane pt 3 H HR 9 36 37 5 223 5 165 0 776 SD HD VD RES um LIEB Offset Plane Target BM HR 5 10 04 N 4 936 E 0 446 2 2 245 measure the another points and all these points are in a plane At this distances of time the plane offset measurement can be used The figure is shown as follow P3 prism Procedure of Plane offset measurement Pl P2 P3 are PI prisn 1 Press F1 Meas start EDM to obtain the Azimuth and distance of P1 Press F4 Enter to accept the datas 2 In like man
29. hown as follow 55 Start point Point P2 Start point Procedure of MLM measurement Grid coefficient a 1 If considering the effect of 1 with grid scale A 2 without grid scale I grid scale you should select menu item l else you should select menu item 2 56 MM H PEILICWUNWwWS A 2 MLM A B B C MLM A B A C Stepi H Vz oy 18 22 HR 46 31 HD m LEE un Gm Geri MLM A B A C Step 1 i Vz 88 18 22 HR 1 46 31 HD 4 827m LEE un Q eri MLM A B A C Step2 i Vz 84 52 25 HR 14 27 05 HD 5 458m GEE un QA eres MLM A B A C Result ii dSD 1 343 dHD 1 297 0 347 dVD HR 69 11 30 Next 2 Select one of two modes 3 Press Fl Meas to start EDM then you can obtain the coordinates of the base F3 Coor then you can call an existing pointor Press coordinate from current coordinate file 4 The data of the base point is shown as the picture on the left 5 Press Fl Meas to start EDM then you can obtain next coordinates or Press F3 Coor then you can call an existing coordinate from current coordinate file 6 There are dSD slope distance dHD horizontal distance dVD difference of height and azimuth attributes between two points these attributes are shown as the picture on the left 11 Height measurement REM REM is a function used to measure the coordinate and height to a point where a target prism cannot be directly ins
30. met laser 4 Reflecting object Press the EDM mode will be switched between prism no prism and reflector board 5 LCD contrast Press V A will increase or decrease the value of contrast 6 factor Press F4 pop up Temperature 25 cC atmosphere parameter Press 1013 0 hPa setting dialog box after Prism const 0 mm you input temperature and PPM 4ppm Signal XN SEED ETE In PPM value will be calculated atmospheric pressure the automatically when you press F3 the EDM will return current EDM signal ESC will quit signal show Another setting and config is operated by main 66 menu parameter able 3 1 List of measurement condition setting 26 Item Options 1 Unitsoption DMS GON MIL Meter feet feetinch Cx F hPa mnHg 2 Unitsoption dist InterFeet US Feet 3 K option 0 0 14 0 20 4 VAdisplay Zenith Horizon 0 V90 slope 5 HA display HAR HAL 6 Auto shutoff Never 5min 10min 20min T Coord N E Z E N Z 8 EDM mode Single repeat Continue Track 9 mini readout 0 Language NOTE 1 5 10 English spaish portuguese Every first options with the symbol are the factory setting Parameter 1 Units angle 2 Units dist 5 EDM mode 27 Through the menu function you can config the instrument Press MENU pop up main menu then select 5 the config m
31. ner as step 1 obtain the datas of P2 3 In like manner as step 1 obtain the datas of P3 4 When you aim at the point located in the plane the coordinates is calculated 9 4 Column Offset Measurement Sometimes we wish to obtain the coordinate of column center where we cannot find out directly Fortunately we can measure the distances of another points on the column At this time the plane offset measurement can be used to find out the coordinates of the center the figure is shown as follow 53 Procedure of Column offset measurement Offset Col Prism B 1 Press Fl Meas to start HR 1 55 42 EDM then you can ED 222 obtain the data of a point VD 0 193 on the column which is shown as the picture on Meas LITE um the left 2 Aim at the left edge of the column get its data Offset Col left edge M HR 0 14 19 SD 4 836 HD 4 832 VD 0 193 ModejEnter 3 Aim at the left edge of the column get its data Offset Col Right edge HR 3 35 23 SD 4 836 HD 4 832 VD 0 193 ModejEnter 4 The coordinates of the column center is calculated EE Col Eom 2 and shown as the picture as N 4 975 the left E 0 166 Z 0 693 Tet O 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 MLM have two mode One is MLM A B A C the other is MLM A B B C the two modes are s
32. nt It is possible to find the 3D coordinates of a target by coordinate measurement Please input the Station coordinate instrument 31 height target height backsight coordinate or azimuth angle and azimuth before coordinate measurement Target Ht Target point 32 6 1 Input the Occupied Point Data Procedure of inputting occupied point data Vz 92 18 22 HR 0 00 18 N cont m E Z Vz 92 18 22 HR 0 00 18 N cont m E Z Set station gt STA Code I H 1 800 file list Set bss gt BSS Code T H 1 800 file list DM gE E 1 Measure the height of target and instrument with a tape etc 2 Press F4 P1 3 at P1 in the measurement mode to next page 3 Press F3 STA to setup station 4 Press F1 Input the station coordinate note to input a point name if the station is a known point whose information have been saved in current coordinate file then you can press F2 Search to call a point coordinates information for the station if you cannot remember the point name in current coordinates file then you can press F4 Read to browse the coordinate file and find out the point that you need Press F3 Info you can see all the information of the station if you have got the point 5 Press ENT to receipt the gt Sensual ue pum you can get ENT save a BSS coordinate 7 Press ENT the instrument will prompt if you ESC Not save n
33. 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 3 Basic Functions 3 1 Nomenclature Optical sight Handle Vertical motion clamp Objective Plate level Vertical tangent screw Screen p t RS 232C pon i Horizontal AT motion clamp Levelling screw Handle screw Focusing knob Keypad Tribrach Eyepiece Battery 3 2 Basic Key Operation 19 HERI 1 Input number when numeric input E x ENT 1 Enter into angle measurment mode under basic measurement mode 2 Up arrow 1 Enter into dist and angle measurment mode under basic measurement mode 2 Down arrowe 1 Enter into coordinate and angle measurment mode under basic CORDe measurement mode 2 Left arrowe 1 Enter into menu mode under basic measurement mode 7 2 Right arrow Note 1 Power indicate e D 5 A c 2 Basic measurement is composed of angle and dist and coordinate measurement mode 3 3 Display The LCD could display 6 lines with 24 characters per line In measurement mode it displays some common information in above 5 lines and displays soft functions in the last line 20 3 4 Mode Diagram 21 92 1822 187 07 15 EE SS UE DIST ANG Dist mode basic measurement mode Vz 92 18 22 1 HR 187 07 15 SD m HD VD Se Mode P 1 2 l
34. ruments subject to negligence abuse accident improper operation instruments damaged in transit or damage due to unauthorized service repairs made by someone other than Hi Target or other Hi Target authorized service personnel Circumstances beyond Hi Target Instrument s control cannot be warranted B This warranty does not apply to regular required maintenance such as cleaning adjusting lubricating or calibrating unless required as a result of a defect in workmanship or materials If upon examination of the instrument Hi Target determines that additional repair services are required and not covered under this warranty Hi Target shall notify the Buyer of such repair charges and proceed only after authorization has been received C This warranty does not apply to instruments damaged in transit to or from Hi Target Instrument or any authorized repair center Other remedies may or may not be available for transportation damages These designs figures and specifications of ZI 120 720R are subject to change without notice Hi Target shall not be held liable for damages resulting from errors in this instruction manual 93
35. sing F4 Type after you input the CHS A SEED GTI filename the file will be created 83 3 Press F2 DEL to delete a file for the instrument deleting The data will be lost ESC Quit ENT Continue operation is dangerous for safty you should export the data first Pt name DA 4 Press F3 Read to browse rti m the highlight file if the file is HA 24 32 20 coordinate file or MA 89 12 30 measurement file then the Tm F End record is shown as the picture on the left Fl Begin to show the first record F4 End to show the end record F2 PgUp to show the previous record F3 PgDn to show the next record to edit the record if is on the interface only point name code and height can be edited 5 A coordinates file and code Baud 115200 file can be imported from the Filename A COO peripheral PC through RS232 No 21 serial interface the Baud ratio EET OEM GS HLDTT is set by pressing F1 Fast or F2 Slow the baud ration set 84 is 2400 4800 9600 19200 38400 57600 and 115200 another config is no parity 1 start bit and 1 stop bit after you select filename you can press F4 Import to perform the convection 6 Measurement file can be exported from the RS232 the Baud 115200 operation is same as the Filename A MEA No 33 Importing 7 Sometimes many files Warning have been saved in the Format will lose data instrument it will take a long ENT gt Continue
36. st pointname data as recorded by coordinate date 6 2 Azimuth Setting The azimuth of backsight could be inverse calculated by the coordinates of instrument station and backsight station 35 zZ RERS Azimuth Instrument Station Angle see 6 1 Input the occupied point data NOTE You can input the azimuth angle directly in angle measurement mode 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 NI N0 S X sinZ X cosAz EI E0 S X sinZ X sinAz Z1 Z0 S XcosZ IH TH Where NO E0 Z0 occupied point coordinates 36 S SD Z Zenith angle Az Azimuth angle IH Instrument height TH Target height Azimuth angle 37 Procedure of 3D coordinates measurement 1 Aim at the target point Vz 92 18 22 i 2 Select F2 Meas to HR 0 00 18 start The coordinate value of N cont m E the target 1s displayed Z 3 Press F2 STA P2 3 Save to re input the occupied data if necessary see 6 1 Input the occupied point data Input I H amp T H E 4 Press F1 Height Ln P2 3 to re input the target T H m height and instrument height if necessary and press Fl B SED Ge LREm MEAS to continue Follow this operation till all targets have been measured 5 Press key ESC to stop EDM measuring when EDM mode is Continue Repeat or
37. t encounters disturbance of severe Electrostatic Discharge perhaps it will have some degradation of performance like switching on off automatically and so on N CAUTION e Do not touch the instrument with wet hand Electric shock could result 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 feet 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 serious damage could result e Do not drop the instrument or tripod series damage could result Before using it check the central screw is tight 1 3 Safety Standards for Laser ZTS 120 120R series The ZTS 120 120R total station abides by 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 OPENAVOID DIRECT EYE EXPOSURE CAUTION CLASS 2 LAS
38. t position 3 Pause about 0 4 Setup station second because the next Pt name SUNI en i STN alphabet U is S1 relational with ES GOSS aA GNIS 7 click 7 SS will present in inputbox click 7 again ST will present in inputbox click 7 again SU will present in input box 4 Click 5 SUN will present in input box 24 5 Press F3 switch into Number input mode 6 Press 1 SUNT will present in input box 7 Press F3 switch into Alphabet input mode 8 press 1 SUNIA will present in input box 9 press F4 the cerat will shift into STN input box because the STN coordinate is Number attribute the prompt Alph automatically switch into Num 10 input 1 2 31 41 5 6 in turn 1l press ENT end dialog 3 7 How to Configure Press key X directly to enter into in any status and do some basic settings 1 Backlight Reflector Prism Press F1 the backlight will Contrast 5 be switched on or off Choose file dE Light TER ENT Press F2 the tilt sensor status will be present Press F2 again the tilt sensor will be switch on or off ESC will quit tilt sensor status display 25 3 Laser Laser func Press F3 the laser F1 Plumb func dialogbox will F2 Plumb appear press F3 again the F3 Point to switch laser beam will emit from F4 Quit object lens or sewitch off by turns F1 amp F2 can adjust the brightness of the plum
39. talled such as power lines overhead cables or bridges etc Target point B B Here is the equation used to calculate the data presented in above 58 figure Ht H1 S cosal tga2 S sinal H2 S cosal tga2 S sinal Procedure of REM Ht Ground to target Survav Height l Select menu item 1 1 Ground to target when you need the height 2 Point to point I between the target and ground 2 Setting height of Input I H amp T H a instrument and the height I H 1 500 of prism T H 1 000 m EX 3 SEIT ee hich 3 Press F1 Meas to start EDM then you can obtain the horizontal distance Height Prism a between the instrument Med 9 p and the target Press HD 4 827m F4 Enter to accept the measurement data LEE IModefEnter 4 Then VD difference of height appear first Height Gnd to target ii display the height of Vz 88 18 22 HR 1 46 31 VD 1 000m HDist Height Gnd to target i Vz HR 88 06 28 1 46 31 1 017m un GE VD prism 5 If you rotate the telescope then VD will when you aim at the target the VD is the difference of height between the target and ground change Procedure of REM H2 point to point Height Prism Vz 88 18 22 HR 1 46 31 HD 4 827m LEE E Height Base Vz 88 18 22 HR 1 46 31 VD 0 000m Enter Height target a 80 56 52 1 4631 0 626m Next A JHDist VD 1 Select menu item 2 when
40. tery power Before using it you should ensure the battery is fully charged 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 Be sure to power off the instrument before removing battery 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 5 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 conditions 50C 122F and up for a long time it is bad for the instruments performance Temperature changing sharply 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 is in work mode it is normal to hear noise from the motor Stored data responsibility ZTS 120 120R should not be held liable for the lost data because of wrong operation 1 2 Definition of Indication
41. urement Vz 92 18 22 E 1 Aim at the target Press ED 187 doct F2 MEAS at P1 in the HD measure mode VD Pres F1 Savelwill start XL ILL Mode measuring and save the result Vz 2 According to the HR SD application you can HD select one of VD single repeat CETT REECE ZEE continue and track to measure distance o ILL Md 185 ae aes x Press F3 Mode pop up SD Cont 4 804m a little window for your HD 4 789 selection Sr Ir nt JE 3 Press ESC to finish measurement The SD HD and VD will display as shown left indicate no prism or reflector board mode indicate prism mode NOTE Make sure that the target setting in the instrument matches the type of target used 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 carrring case before putting away 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 or means measuring distance at end of single repeat mode measuring the symbol will disappear automatically you can press ESC finish measurement then the symbol also disappear 6 Coordinate Measureme
42. you can press F1 Edit to input the mile Then you can press F3 Setout 81 Roadsetout Calc HR 84 48 20 HD 11 045 24 32 20 li 60 16 00 CIE um GT 16 Fileman 4 The position on the coordinate of the stake is calculated in this time you can press F2 Ree to save the coordinates press F4 Enter to setout 5 According to the point on the stake the azimuth and horizontal distance is calculated you can F1 Dist or setout press F2 Coor to 6 The mathod is same as 7 Setout Measurement Press F4 Next to setout the next stake The instrument uses a FAT16 file system to manage the data All data obtained for measuring can save to current measurement file The extension name of measurement file is MEA All coordinates used by measurement can be picked up from current coordinate file the extentsion name of current coordinate file is COO Sometimes you need to note an attribute of a point when you measure the code file maybe a good helper the extension name of code file is COD The extension of LINE TYPE file for roadway is LSH and LSV LSV is vertical defining file for roadway it always is loaded after the L SH File operation is shown as follow SVY COD B MEA B COO BAA MEA 1 The file operation dialog box is shown as the picture of the left V LSH S COD 2 Press FI New to create a new file the type of file can Filename A MEA be changed by pres
43. you need the difference of height any two points between 2 Press Fl Meas to start EDM then you can obtain the horizontal distance between the instrument and the target Press F4 Enter to accept the measurement data 3 At this time the point where posite prism is base point 4 The VD will change when you rotate telescope If you need setting another base point then you can aim at another base point and press F2 Next A 12 Intersection Intersection 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 occupied data Xo Yo Zo Known point P1 Known point P2 Occupietl point PO Known point P4 Known point T NOTE All N E Z value or only Z value of the occupied point is calculated by measuring known points Coordinate intersection measurement overwrite the N E Z data of the instrument stattion Inputted known coordinate data and calculated data could be recorded in the current coodinate file Max number of known points is 5 12 1 Coordinates Intersection Procedure of Intersection Intersection P1 gt Pt name Code T H 1 000 file list Inputgsearchiinfo Intersection Pt 1 a Vz 80 00 13 340 56 50 1 000m AnglefDist
44. zontal element by Line circle spiral and point of intersection these shape have some attribute as follow ofarc Attribute of cirle and spiral 72 Entrance point PTO Exit point PT1 Attribute of point of intersection 15 1 Define the Horizontal Curve of Roadway Procedure of defining Horizontal Element 73 Curve define H Mileage 0 000 Azimuth 0 00 00 Define H Begin Mileage 100 0 N 10 E 20 CHES S TE Enter Define H Line Azimuth 5 Length 50 Enter 74 1 Select the mathod of element to define horizontal roadway press F1 Line first 2 Input the coordinates of start point Mileage and 3 Input the start azimuth and the length of line Define H 02 Mileage 150 000 Azimuth 5 00 00 Define H Circle Radius Length Define H 03 Mileage 170 000 Azimuth 16 27 32 75 4 Calculate the mileage and azimuth of the fan out point 5 For example input a circle whose radius is 100 and length is 20 6 Calculate the mileage and azimuth of the fan out point Define H Spiral Radius Length E GES Define H _04 a 215 000 21 49 50 Mileage Azimuth TE GE Sarl List H element a 01Begin 100 O2Line 150 03Circle O4Spiral ET Uum 170 215 7 For example input a spiral whose radius is 240 and length is 45 8 Calculate the mileage and azimuth of the fan out point 9 Max number of element is 20 press ENT
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