SatLab SLT10 Series Instruction Manual

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SLT10(L) Series Instruction Manual

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Page 1 SLT10(L) Series Instruction Manual...
Page 2 Preface Thanks a lot for purchasing our total station! This manual is your good helper, please read it carefully before using the instrument and keep it safely. Product affirms: In order to get the best service from our company, please feedback your instruments’...
Page 3 Features: Rich Feature: Our Total Station is equipped with a wealth of measurement applications including data storage, parameter settings and etc. It’s suitable for all kinds of professional measurements. 1. Absolute coded dial With absolute digital dial, instruments can be measured directly when it powers on.
Page 4 The site features is easy to instruct and set up stations.
Page 5 NOTE: Avoid look directly into the sun with the eyepiece when measuring. Recommended to use solar filter to reduce the impact. Avoid extreme temperature when storing equipment and sudden changes in temperature when using the instrument. The instrument should be loaded in box placed in dry and ventilated place and prevented from shock, dust and moisture when it is not in use.
Page 6 10. Inspect instrument carefully and comprehensively to ensure its indicators, function, power supply, initial setting and correction parameters meet the requirements before operating. 11. If the function is abnormal, non-professional maintenance persons are not allowed to dismantle the device without authorization in case of any unnecessary damage.
Page 7 Security Guide Pay attention to the following safety matters when you use the laser ranging free of prism. Warning: Total station fit out laser level 3R/Ⅲa which is recognized by the loge, which is above: the vertical locking screw saying: “3A laser product ”.This product belongs to Class 3R level laser .According to the following standards IEC 60825-1: 2001Class 3R/Ⅲa laser product can reach five times of emission limits of the Class 2/Ⅱ...
Page 8 To avoid injury, each user must carry safety prevention measures and operate the instrument within the safety scope according to standard IEC60825-1: 2001). The following is the explanation of the main part of the standard: Class 3R level laser products are used outdoors and in construction (surveying with No-Prism).
Page 9: Table Of Contents
Content 1 Name and function of each part ..............- 1 - 1.1 Name ....................- 1 - 1.2 Keys Functions and information display .......... - 2 - 2 Preparation before measurement ..............- 4 - 2.1 Unpack and store instrument ............- 4 - 2.2 Setting up the instrument ..............
Page 10 3.3.2 Set Station and instrument height........- 37 - 3.3.3 Measurement ............... - 39 - 3.3.4 Code ..................- 40 - 4 Functions ....................- 44 - 4.1 Level ....................- 45 - 4.2 Offset ....................- 45 - 4.2.1 Distance Offset ..............- 46 - 4.2.2 Cylinder Offset ..............
Page 11 5.3 Setting the Orientation ..............- 79 - 5.3.1 Manual input orientation ............. - 79 - 5.3.2 Set orientation with coordinates .......... - 81 - 5.4 Starting the Applications ..............- 86 - 5.5 Surveying ..................- 87 - 5.5.1 Individual Point ..............- 90 - 5.5.2 Data ..................
Page 12 5.11.6 Line-Line Intersection ............. - 167 - 5.11.7 Distance-Offset ..............- 169 - 5.11.8 Set Point ................- 172 - 5.11.9 Extension ................. - 174 - 5.12 Road ................... - 177 - 5.12.1 Road Manage ..............- 178 - 5.12.2 HC list ................- 179 - 5.12.3 Vert.curve list ..............
Page 13 6.4 Code..................... - 256 - 6.4.1 Input Code ................. - 257 - 6.4.2 View Code ................. - 259 - 6.4.3 Delete Code ............... - 261 - 6.5 Memory Statistics ................ - 262 - 7 Data Transfer ................... - 264 - 7.1 Data Import ..................
Page 14 9.2.4 Firmware Upgrade ............- 297 - 9.3 Checkout and calibration.............. - 300 - 9.3.1 Tube level ................- 301 - 9.3.2 Circular level ..............- 302 - 9.3.3 Telescope reticle ..............- 302 - 9.3.4 The verticality of collimation axis and horizontal axis(2C)- 303 - 9.3.5 Vertical plate index zero automatic compensation ....
Page 15: Name And Function Of Each Part
1 Name and function of each part 1.1 Name Handle Optical sight Focusing Knob Eyepiece USB slot Vertical Motion Clamp Battery Pack Display Panel Keyboard Leveling Screw Substrate - 1 -...
Page 16: Keys Functions And Information Display
1.2 Keys Functions and information display Function Power ON/ Power OFF. MEAS Trigger key, depends on setting, maybe disting& save, disting or none. Cancel or exit. Confirm or commit editing. Page turning Hot key to enter function menu in measuring interface. User defined function key 1.
Page 17 1 ~ 9 0 ~ 9 Entering number or choose menu item. F1 ~ F4 Soft keys to choose screen bottom function. - 3 -...
Page 18: Preparation Before Measurement
2 Preparation before measurement 2.1 Unpack and store instrument ⚫ Unpack Put down the box gently and turn up the cover then turn on the lock, open the cover and take out the instrument. ⚫ Deposit Cover up the telescope mirror and make the vertical motion of alidade upwards then put the instrument horizontally (keep the objective upwards) into box.
Page 19 Mount the instrument on the tripod head. Support it with one hand, and tighten the centering screw on the bottom of the unit to make sure it is secured to the tripod. Using the circular level to level the instrument coarsely ①...
Page 20 the bubble in the center of the level; Screw C Screw B Screw A ③ Turn around the instrument 90° again. Repeat above steps until the bubble remains in the center of the plate level even though the instrument is rotated to any position. Centering by centering tool ( optional or laser ) 1) Set up a tripod Extend a tripod to the appropriate height make sure the legs are spaced...
Page 21: About The Battery
4) Leveling instrument accurately by tubular level (Same as The section above that discusses centering and leveling with plumb bob) 5) Centering and leveling accurately Loosen center connection screw slightly and move instrument horizontally(Don’t rotate instrument) through observation to optical plummet, making the instrument aim at station accurately.
Page 22: Reflecting Prism
battery and charge if running out of power. —— It takes several minutes for the instrument to shut down when this symbol first appears. The battery has few power now and should be replaced an recharged. Notice: ① The operating time of battery depends on environmental conditions such as ambient temperature, time and times of charging and so on the battery is suggested to be prepared or charged ahead before operation to keep it safety.
Page 23: Loading Or Unloading The Base
centering rod. There are single-prism group and three prism group available on the market, so you can select them according to your requirements. 2.5 Loading or unloading the base ⚫ Loading Put the three fixed feet in the corresponding bases, make the instrument in a triangular base, clockwise lock the button by 180°to lock the base, and then fix screw with a screwdriver to screw it out at a fixed lock knob.
Page 24: Input Mode
2.7 Input Mode Total station keyboard includes alpha/digit keys. User can input letters and numbers directly. ⚫ Input box: Each digit key defines 3 letters and 1 number. Depends on the properties of input box, input process varies. Number input box: In number input box, user can only input numbers, include “1-9”,“.”, “-+”.
Page 25: Input Characters
contain unit format, input box’s text will convert into text without unit format. Such as angle 29 ° 32 ′ 56 ″ transforms into 29.3256; Distance115.321m transforms into 115.321. When finish editing, the text will automatic convert back. 2.7.1 Input characters Each digit key defines 3 letters and 1 number.
Page 26 screen. ○ 3 Press key 7, display letter ‘A’, wait about half [Q-Survey] 1/3 second, press key 7 123ABV2| twice, display letter T.H. 1.500m ‘B’, then press key Code [A],[B],[V],[2] 13°29′59″ 2, display letter ‘V’, 90°59′23″ wait about half a 10.044m second, press key 2 B.S.
Page 27: Delete Characters
[Q-Survey] 1/3 ○ 123ABV2| 4 Press key ENT T.H. 1.500m finish editing, Code [ENT] 13°29′59″ cursor will move 90°59′23″ down to next input 10.044m box. B.S. Clear Digit 2.7.2 Delete characters Delete or clear input characters. Steps Display [Q-Survey] 1/3 PTT|01V ○...
Page 28: Point Search
[Q-Survey] 1/3 PTT|01V T.H. 1.500m Code ○ 2 Press key F1(Delete). [F1] 13°29′59″ 90°59′23″ B.S. Clear Digit [Q-Survey] 1/3 PT01V ○ 3 Press key ENT to T.H. 1.500m Code confirm input. Press [ENT] / 13°29′59″ Key ESC to undo [ESC] 90°59′23″...
Page 29 Here is an example for searching fix point in function ‘Set STA’. Steps Display ○ 1 Choosing ‘Survey’ [Set STA] in application menu, then choose function Input STA PT! ‘Set STA’. Entering Station : [F1] point number, example ‘A1’, pressing ENT to finish input, Find List Coord.
Page 30 [View Coord.] ○ 3 Using arrow key↑ DEFAULT ↓ to move cursor and 0.000m select point number. [F1] 0.000m Press key F1 to show 0.000m 2015.05.15 Date : the coordinate details of selected point. [Find Pt.] Station Station ○ 4 Press ESC or F4 Meas.
Page 31 [Input Coord.] ○ DEFAULT 4 Input point number 3.012m and N, E, Z values, by 15.012m [ENT] pressing ENT to move 4.125m cursor to next input box. Back ○ 5 After all values finishing input, [F4] pressing key F4 to save the point to the job.
Page 32 [Select Job] ○ DEFAULT 4 Entering job list by JOB1 JOB2 pressing [F1] JOB3 choose the particular [F4] [ENT] job and press ENT or F4 to commit choosing. View [Find Pt.] ○ JOB1 5 Entering searching point number. If using [ENT] input point, press key Select job or input coord.!
Page 33: Wildcard Search
2.8.2 Wildcard search The wildcard search is indicated by a “*”. The asterisk is a place holder for any following sequence of characters. Wildcards should be used if the point number is not fully known, or to search for a batch of points. Examples: All points are found.
Page 34: Survey
3 Q-Survey 3.1 Notes in the distance measurement After the placement of instrument and turned on the power, total station is ready, can start measuring. In measurement display, user can call the function of set key, the function keys and hotkey. The show is an example.
Page 35 If e.g. people, cars, animals, swaying branches, etc. cross the laser beam while a measurement is being taken, a fraction of the laser beam is reflected and may lead to incorrect distance values. Avoid interrupting the measuring beam while taking reflector less measurements or measurements using reflective foils.
Page 36: Edm Setting
3.2 EDM Setting 3.2.1 Set the mode of EDM Select the mode of distance measurement, there are 6 modes : Single,Repeat,Tracking,3 Times,4 Times,5 Times. Steps Display [Q-Survey] 1/3 ○ PT01V 1 Press [F4]( ↓ )and T.H. 1.500m show the second soft key Code [F4] 13°29′59″...
Page 37 ○ After finishing setting, press [F3](OK) to return the function of Setting saved! [F3] Q-Surveying. If you want to cancel the settings, press [ESC] to ignore the changes. Set the reflector type Our series total station can be set up for the red laser (RL) range and invisible infrared light (IR) range and the total station has three reflectors to be selected, which are prism, non-prism (NP) and reflect board (Sheet).
Page 38 [EDM Setting] ○ 2 Press ←→to select EDM Mode : Tracking Reflector: Non-Prism ← the types of reflector. P.C. Each time you press ← → or → , the type of reflector is switched. ATMOS Pointer ○ [Q-Survey] 1/3 After finished PT01V setting, press [F3] (OK)
Page 39 [EDM Setting] ○ 1 After entering to EDM Mode : Single the interface of EDM Reflector: Non-Prism Setting, using ↓ P.C. direction of↓ to move the cursor to the setting ATMOS Pointer item of P.C. [EDM Setting] ○ EDM Mode : Enter the prism Single Reflector:...
Page 40: Atmosphere Setting
3.2.2 Atmosphere setting Refraction: When measuring horizontal distance and elevation, our instrument corrects the atmospheric refraction and the earth curvature automatically. The instrument supports of atmospheric refraction coefficient have three option, they are 0.00, 0.14, and 0.20. Note: The refraction of instrument has been set for K=0.00 when left factory .It also can be set to other values Steps Display...
Page 41 value of refraction. Each time you press ← or→ , the value of refraction is switched. ○ 3 After finished setting, [EDM Setting] press [F4] (OK) to save EDM Mode : Single settings and back to Reflector: Non-Prism previous menu. [F4] P.C.
Page 42 formula: 1hPa=0.75mm Hg ➢ Standard meteorological conditions (atmospheric correction value =0 ): press: 1013hPa temperature: 20℃ ➢ If the atmospheric correction is not required, please set PPM to zero. Steps Display [EDM Setting] ○ After entering to the EDM Mode : Single Reflector: Non-Prism...
Page 43 ○ [Atomspheric Data] 3 Input the value of temperature. Temp. 20.0℃ Press. example: Enter 26℃ and 1013hPa [ENT] 0.0 PPM press the key of [ENT]. Refraction: 0.00 The cursor moves to the setting item of Press. PPM=0 Auto ○ 4 Input the value of [Atomspheric Data] atmospheric pressure.
Page 44: Grid Factor Setting
※1: The range of enter: Temp.(-30℃～60℃), Press.(500hPa～1400hPa). ※2: The instrument calculates the value of PPM according to the values of temperature and pressure you enter. ※3: Press [F1](PPM=0) can set the value of PPM to 0. ※4: If instrument supports temperature pressure sensor, you can press [F2] to receive the values of air pressure, temperature and calculate the correction value automatically.
Page 45 HD=HDg/(Grid factor) Note: 1. The enter range of the scale factor: 0.99~1.01,the default value is 1.0. enter range average height above level: -9999.9999~9999.9999. The average altitude retained after the decimal point one, the default value is 0. Steps Display ○ 1 After entering to the [Atomspheric Data] interface...
Page 46 can set the key of [F1] (Reset). ○ After finished [EDM Setting] setting, press [F4](OK) to save settings and back EDM Mode : Single Reflector: Non-Prism to previous menu. Then [F4] P.C. press [F3](OK) to save the setting of EDM and back ATMOS Pointer function measurement.
Page 47: Edm Signal
function Signal intensity. ○ [EDM Signal] 2 Using the bar chart and value of number to Strenght : show the intensity of signal received by total station in the screen. As shown in the picture on Back the right. [EDM Setting] EDM Mode : Single ○...
Page 48 [Q-Survey] 1/3 [Q-Survey] 2/3 123ABV2 123ABV2 T.H. 1.500m T.H. 1.500m Code Code 13°29′59″ 13°29′59″ 90°59′23″ -0.173m 10.044m 10.044m DIST Code [Q-Survey] 3/3 T.H. 1.500 m Code 9.829 m 2.360 m -0.275 m Station Zero SetHA 3.3.1 Set HA You can set the horizontal angle as 0 or set it as wanted angle. Set horizontal angle to 0.
Page 49 ○ Set HA=0? 2 Press [F2](Zero), the [F2] screen give a prompt to set HA as 0 or not. [Q-Survey] 1/3 ○ 3 Press [F4](Yes), the 123ABV2 T.H. 1.500m screen backs to Q-Survey [F4] Code and HA is set as 0. If you 13°29′59″...
Page 50: Set Ha
[Q-Survey] 1/3 PT01V T.H. 1.500m ○ Code Aim at the target [F4] 13°29′59″ which used to orient. 90°59′23″ Press [F4] twice to enter [F4] DIST third pages soft key. Code Station Zero SetHA ○ [SetHA] 2 Press [F3](SetHA) to [F3] enter the interface of SetHA.
Page 51: Set Station And Instrument Height
[SetHA] need to enter the wanted value of angle and press [F4] [ENT], then press 121°20′30″ [F4](OK). Example: enter 121.2030 (121°20′30″). Zero C: [Zero] [SetHA] If want to set HA to 0,press [F1] [F1]( Zero) and 0°00′00″ value in the edit text of [F4] HA becomes 0 °...
Page 52 origin, the instrument can calculate the coordinate of the location to your position (the site of prism). You can set station and the instrument height conveniently in the Q-Survey. Steps Display [Q-Survey] 1/3 [F4] T.H. 1.500m ○ Code Aim at the target [F4] 13°29′59″...
Page 53: Measurement
[Q-Survey] 1/3 ○ After finished T.H. 1.500m entering, press [F4] (OK) Code to save the data of station [F4] 0°00′00″ and back to the function 90°59′23″ of Q-Survey. DIST 3.3.3 Measurement After all settings have been finished, you can start to measure. There are 3 pages to display the result of measurement, including all measurement data and you can press [PAGE] to view.
Page 54: Code
○ 2 Aim at the center of [Q-Survey] 1/3 prism, press [F1](ALL) or [F2](DIST)+[F3](REC) to [F1] 1.500m T.H. start to measure and record Code the measurement data. The [F2] 0°00′00″ measurement data 90°59′23″ 10.044m including angle data, [F3] DIST distance data coordinate data.
Page 55 Move the cursor to the line of Code. Enter the name of Code. Press the key of [ALL] to start the distance measurement and record the data of code and measurement at the same time. If the name of code already exists in the code library, it will extract the information of code in the code library to record at the same time.
Page 56 [Q-Survey] 1/3 ○ 3 Press [F1] to start to T.H. 1.500m measure, record the code TREE Code date 0°00′00″ measurement to job at 90°59′23″ the same time. DIST ※ :The order to save code and measurement data is set in the “Setting” ※...
Page 57 Info1: The editable information of other contents Info8: Other information The introduction of soft key: [Find]: Use the name of code or wildcard to find the needed code. [New]: New a piece of editable information of code and use it. [REC]: Record the current code data to the job and the code data not with any measurement point binding at this time.
Page 58: Functions
4 Functions Bring the total station’s common functions and settings together, they can be used in the process of measurement conveniently. In the function of Q-Survey which in the Main menu or other interface of measurement in the program, you can press [FNC] to enter the menu of Function The menu of Function has 4 pages, you can press 【PAGE】...
Page 59: Level
4.1 Level When the compensator is on, Compensator can compensate to the tilt caused by the instrument is not level. Manually level the instrument with the tribrach screws to make the compensation value of compensator tend to 0, by doing these can make the instrument tend to level. When the instrument is level, the laser plummet is in the direction vertical, the place of laser points is the place of instrument station.
Page 60: Distance Offset
4.2.1 Distance Offset P0 Instrument station P1 Measured point P2 Calculated offset point d1+ Length offset, postive Length offset, negative d2+ Trav. offset, positive d2+ Trav. offset, negative Using the external tools to measure the Offset values of the target point p2 and measurement point p1 along the line of station point and measurement point, the Offset values are Trav.OFS, LengthOFS and HeighOFS.
Page 61: F3 Np/P
[Function] ○ 1 In the program of F1 Level Q-Survey, press [FNC] F2 Offset to open the menu of [F2] F3 NP/P Function, next pressing F4 HT. Transfer [F2] enter program of Offset. [Dist. Offset] ○ 2 Input the values of Input offset data! Trav.OFS : 0.000 m...
Page 62: Cylinder Offset
4.2.2 Cylinder Offset Instrument station Center point of cylindrical object Hz1 Horizontal angle to a point on the left side of the object Hz2 Horizontal angle to a point on the right side of the object Distance to the object in the middle α...
Page 63: F1 F2
[Dist. Offset] Input offset data! Trav.OFS : 0.000 m ○ 2 Press [F2] to enter LengthOFS: 0.000 m HeightOFS: 0.000 m [F2] subprogram Mode Rec/Reset Cylinder Offset. Reset Cylinder Angle ○ 3 Aim at the left [Cylinder Offset] Hz Left : 125°36′25″...
Page 64: Angel Offset
default value is 0 in the edit of PrismOFS, then press [F3] to measure the shortest distance instrument to cylinder and enter the interface Cylinder Offset-Result. [Cylinder Offset-Result] Note 12.215m ○ 5 Display the result 25.325m 0.000m of cylinder offset. Radius 8.125m Done...
Page 65: [Function]
no reflector and can’t set up the prism. The basic principle is making the target point and measurement point in the concentric circles whose center is station point, then measurement the position information of station point and measurement point and the angle offset of station to target point, thus can calculate the coordinate of target point.
Page 66 program of Offset. ○ [Dist. Offset] Press Input offset data! Trav.OFS : 2.000 m [F3] LengthOFS: 1.000 m enter HeightOFS: 0.000 m subprogra Mode Rec/Reset Angel Reset Cylinder Angle Offset. ○ [Angle Offset] measure T.H. 1.550m ment 89°51′16″ 12°35′45″ point and 12.235m press [F1]...
Page 67 ○ target point and press [F4] [Angle Offset] make sure T.H. 1.550m direction 89°51′16″ target 12°35′45″ point, next 12.235m enter DIST program that displaying the result angle measurem ent. [Angle Offset] ○ Note 5.154 m Display 4.465 m the result 2.348 m angle Offset.
Page 68: Np/P Toggle
[Angle Offset] Note 123°36′32″ △Hz 12°35′45″ 12.235 m Done 4.3 NP/P Toggle Switch the mode of reflector quickly. (P is the mode of Prism and NP is the mode of Non-Prism) Set P! [Function] F1 Level F2 Offset 【F3】 F3 NP/P F4 HT.
Page 69 Open the first page of Function Menu and press [F3] to switch the mode of reflector. 4.4 Height Transfer The functions of HT. Transfer as follows: Using the measurement data of target point, the fixpoints, fix measurement points and so on to calculate the height of current station point and set the height of station again.
Page 70 [Function] F1 Level F2 Offset F3 NP/P ○ F4 HT. Transfer 1 Press [F4] or [4] in [F4] the first page of [Function] to enter the [Height transfer] Select target and meas.! function of Height Transfer measurement. T.H. 1.200m DIST [Height transfer] Select target and meas.! ○...
Page 71: Height Transfer
○ [Height transfer] 3 Select the fixpoint Select target and meas.! and input the height of Pt.1 T.H. 1.200m Prism. The numbers of 2.500m measured fixpoints are displayed in the top right [F4] corner. DIST There are 3 methods to [F2] A: [List] selecting fixpoint.
Page 72 [Input Coord.] and input a point name (Coord) DEFAULT which not exists in the DEFAULT file. [F4] 0.000m 0.000m 0.000m Back ○ After finishing [Height transfer] setting up the fixpoint, the Select target and meas.! [F1] height fixpoint Pt.1 T.H. 1.200m displayed in the screen [F2]...
Page 73 ○ [Height transfer res.] 5 In the interface of Station : [Height Transfer Result], Z0/H0 0.781 m pressing [PAGE] 0.000 m Correc. : switch the display of PT NUM. : result information. ADD PT Back Press [F1](Add PT) to add a new point and to [PAGE] [Height transfer res.] start a new measurement.
Page 74: Hidden Point
Press [F3] to set the height of station to the average of the old value and new value 4.5 Hidden Point The function of Hidden Point is using a special hidden point measuring rod to measure the points which are not intervisible. P0 Instrument station P1 Hidden point R1 Prism 1...
Page 75 enter the function of hidden point measurement. [Hidden point] ○ Meas. Target 1! 2 In the interface of 89°51′16″ measuring the first prism [F4] 12°35′45″ point, pressing [F4] to 12.235 m enter the interface of Rod Length. DIST ROD/ED [Rod Length] ○...
Page 76 ○ [Hidden point] 4 The instrument aims Meas. Target 1! [F1] at the prism on the top 89°51′16″ and pressing [F1] to [F2] 12°35′45″ finish measuring 12.235 m first prism and enter the [F3] interface of measuring DIST ROD/ED the second prism. ○...
Page 77: Free Coding
○ 6 A prompt of error. [Hidden point] Press [F1] to enter the Overrange [F1] ○ Error Limits: 0.050m step to display the Error 0.065m result of hidden point [F4] measurement, press [F4] Accept ○ 2 。 to back to the step [Hidden piont-result] Note ○...
Page 78: Light
[Function] F1 Hidden point F2 Free Coding 【F3】 Laser pointer switched! F3 Laser F4 Light 4.8 Light Turn on or off the light of instrument screen fastly. [Function] F1 Hidden point F2 Free Coding F3 Laser F4 Light Open the second page of Function Menu and press [F4] to turn on or off the Light.
Page 79: Main Setting
Open the third page of Function Menu and press [F1] to enter the interface of unit setting. After finishing setting the units in the interface of Unit Setting, press [F4](OK) to save the settings, press [F1](Reset)to restore all units to factory default.
Page 80 [Function] F1 Unit Setting F2 Main Setting (01) F3 EDM Tracking (02) EDM Tracking On! EDM Tracking Off! Open the third page of Function Menu, press [F3] to open or close the mode of EDM tracking. - 66 -...
Page 81: Applications
5 Applications Prepare setting before measuring: Before starting the application, there are some preparations needed to set up. The Pre-Settings screen will be shown after the user selects an application. User can select and set the content of the Pre-Settings menu successively. [Surveying] [*] F1 Set Job [*] F2 Set STA...
Page 82 [Surveying] [*] F1 Set Job ○ 1 Press [F1] in the [*] F2 Set STA Pre-Settings screen. [F1] [ ] F3 Set B.S. Then enter the Set Job F4 Start function. ○ Press [F2](New) [Set Job] and then enter the Create DEFAULT a New Job screen.
Page 83: Select An Existing Job From Memory
○ Job Set！ 4 Press [F4](OK) to complete setting a new job after finishing all the inputs. This job will be [F4] [Surveying] set as the current job. [*] F1 Set Job Then back [*] F2 Set STA Pre-Settings screen. The [ ] F3 Set B.S.
Page 84 [Set Job] DEFAULT ○ Operator : 2 Press [F1] (List) to [F1] 2015.05.15 Date 14:10:20 Time enter Job list screen. List ○ 3 All the existing jobs, including that stored on [Job list] SD Card and will be JOB1 shown as a list. The JOB2 JOB3 current job is marked...
Page 85: Setting The Station
Note: Don’t pull out the SD Card when it is in operating state, otherwise it will cause the SD Card’s data loss or damage. ➢ All measured data are stored in the current job. ➢ If start the application without setting the job, press ALL key or press REC key in the Q-Surveying screen, the instrument system will create a job which named DEFAULT automatically.
Page 86 Steps Display [Surveying] [*] F1 Set Job ○ 1 Press [F2] in the [*] F2 Set STA Pre-Settings screen. [F2] [ ] F3 Set B.S. Then enter the Set F4 Start STA function. [Set STA] ○ Input point Input STA PT! 2 Input the name of name Station :...
Page 87: [Set Job] Job : Default
[Find Pt.] B: If the input name DEFAULT doesn’t exist in the current job, program prompts the Select job or input coord.! “Pt. message found”. Then enter the Zero Coord. Find [Find Pt.] screen. There can also select [Set STA] point from other jobs DEFAULT and set it as the station...
Page 88 as 0 and set the point as station. [Coord.]: Enter [Input Coord.] screen. Input the coordinates and save them current job. ○ Enter input instrument height screen. Input [Set STA] Input instrument height and instrument press [ENT] Input I.H! height confirm.
Page 89: Select The Fix Point In The Memory [List]
[Surveying] ○ [*] F1 Set Job Back [*] F2 Set STA Pre-Settings screen. [ ] F3 Set B.S. The setting items that F4 Start have been made are marked with *. : The details of [Find Pt.] can be found in the chapter “Find Point”. You can ※...
Page 90: Date : 2015.05.15
[Find Pt.] 1/50 DEFAULT Station ○ STN1 Station 3 Show the point 200007 Meas. PT list all the fix points 200008 Meas. PT and measured points Fix Pt. Fix Pt. of the current job. View Coord. Job [View]: [View Coord] DEFAULT ○...
Page 91: Input The Coordinates Manually
[Find Pt.] DEFAULT Select job or input coord.! Zero Coord. Find ○ After selecting [Set STA] [F4] needed point, press input Input I.H! [F4](OK) and enter instrument input instrument height 1.400m height screen. Complete all settings [ENT] Back then back [F4] Pre-Settings screen.
Page 92 [Set STA] Input STA PT! ○ 2 Press [F3](Coord.) Station : [F3] [Set STA] screen. Find List Coord. [Input Coord.] ○ 3 Input the point DEFAULT Input point name and the point’s name 3.012m 15.012m coordinates. After coordinate 4.125| inputting one item, the curser will move to [ENT] Back...
Page 93: Setting The Orientation
○ 5 Program prompts [Set STA] "Saved!" Then enter Input input instrument instrument Input I.H! height screen. Input height 1.400m the instrument height and press [ENT] to [ENT] confirm. Then press [F4] Back [F4](OK) to finish the setting. [Surveying] ○ [*] F1 Set Job Back [*] F2 Set STA...
Page 94 Steps Display [Surveying] [*] F1 Set Job ○ 1 Press [F3] in the [*] F2 Set STA Pre-Settings screen. [F3] [ ] F3 Set B.S. Then enter the Set STA F4 Start function. [Set B.S.] F1 Angle Setting ○ Press [F1] and F2 Coordinates select [Angle...
Page 95: Set Orientation With Coordinates
○ 4 Press [F1](ALL) to start measuring and set the orientation. BS SET！ [REC]: Press this key [F1] finish setting orientation without measurement. [Zero]: Set the azimuth as 0. [Surveying] ○ [*] F1 Set Job Back [*] F2 Set STA Pre-Settings screen.
Page 96 ➢ The orientation point can be select from memory or inputted manually. Steps Display ○ Press [Set B.S.] [F2] to select F1 Angle Setting Coordi F2 Coordinates nate to [F2] orienta tion with coordi nates. ○ Find [Set BS] Find, select selec Input BS PT!
Page 97 nates then go to the Meas. screen. ○ Meas. BS backsi Aim BS PT! point Press ENT continue then DIST press [F1] [ENT]. Meas. BS DEFAULT1 BS PT [F2] Press 1.500 m T.H. 、 45°00′00″ [F1](A 45°00′00″ Code [F3] LL) or 10.000 m press 1.726 m...
Page 98 EC) to Meas. BS DEFAULT1 BS PT start 1.500 m T.H. measur 45°00′00″ ing and △ 10.000 m finish △Z 1.726 m setting DIST orienta tion. User also press [F3](R EC) to finish setting orienta tion withou measur ement. Press - 84 -...
Page 99 [PAGE switch display measur values screen backsi inspect values screen. [EDM] : Go to setting - 85 -...
Page 100: Starting The Applications
○ Back Pre-Set tings [Surveying] screen. [*] F1 Set Job [*] F2 Set STA setting [ ] F3 Set B.S. items F4 Start that have been made marke d with 5.4 Starting the Applications The preset applications covers a wide range of measurement tasks. That makes the daily field measurement easier and faster.
Page 101 ⚫ Tie Distance ⚫ Area ⚫ Remote Height ⚫ COGO ⚫ Road Steps: Go to the MAIN MENU. Move the focus to [Program] or press the Numeric key 2 to select and go to the PROGRAM MENU. Press [PAGE] to browse the application menu. Press [F1]-[F4] to select and start an application.
Page 102: [Surveying] 1/3
Steps Display ○ [Surveying] After finishing [*] F1 Set Job setting the job, setting [*] F2 Set STA the station and setting [F4] [ ] F3 Set B.S. the orientation, press F4 Start [F4] start application Pre-Setting menu. [Surveying] 1/3 ○...
Page 103 ○ Press [F1](ALL) or press [F2](DIST) [Surveying] 1/3 and [F3](REC) to start measuring and record 1.500m T.H. [F1] measured data. Code 13°29′59″ This data contains 90°59′23″ [F2]+[F3] angle, distance <<<<<< coordinates. Press DIST [PAGE] to switch the display mode of the data.
Page 104: Individual Point
5.5.1 Individual Point [IndivPt]: In the data acquisition, point can be recorded individually. Press this key to switch the screens of Individual Point Measurement and Consecutive Point Measurement. Steps Display [Surveying ] 1/3 T.H. 1.500 m Code ○ 1 Press [F4]( ↓ ) 13°29′59″...
Page 105: Data
○ [Surveying] 1/3 Input point Input IndivPt : name, individual point’s T.H. 1.500 m prism Code name and prism height height and 13°29′59″ and press [ENT] to 90°59′23″ code move the cursor to next input item.. If ALL IndivPt Data [ENT] needed, input the code.
Page 106 Step Display ○ Pres [F4] [Surveying ] 1/3 ( ↓ ) T.H. 1.500 m twic Code e to 13°29′59″ 90°59′23″ displ DIST Code last ALL IndivPt Data page soft keys [Surveying] 1/3 ○ IndivPt : T.H. 1.500 m Pres Code 13°29′59″...
Page 107 start view sure poin func tion. ○ Afte inpu [View Meas Pt] tting DEFAULT targ poin t’s View e or wild card (*), pres - 93 -...
Page 108 then pres [F4] (Vie look over data. ther e is matc poin prog - 94 -...
Page 109 mpts “Pt. foun d!” [Job Sele sure data is to view - 95 -...
Page 110 ○ [View Meas Pt] 1/28 DEFAULT Type Meas. 0.000m 2015.05.23 Date Time 14:24:47 sure Delete Search Poin [View Meas Pt] 1/28 scre 3.009m 3.456m -0.259m Pres ← 0.000m T.H. Time 14:25:30 → Delete Search [View Meas Pt] 1/28 turn 2.063m 2.191m 0.718m page...
Page 111 field [View Meas Pt] 1/28 EDM Mode : Non-Prism P.C. 0.0mm this poin Pres Delete Search dire ctio ← → last next sure poin - 97 -...
Page 112: Stakeout
[Del ete]: Dele this poin data. [Sea rch]: k to Find Poin scre 5.6 Stakeout The Stakeout Application can calculate lofting elements base on lofting point’s coordinate or manually input angle or horizontal distance. The - 98 -...
Page 113: Set Stakeout Point
application can continuously display differences, between current position and desired stake out position. Steps of Stakeout : Set the job. Set the station Set the orientation Extract coordinates from memory. The coordinates may be a measured point or a manually entered fix point. Start staking out.
Page 114 ○ 2 Input the name of [Stakeout] 1/3 Input Search : stakeout point in the stakeout Search item. Press 1.500m point’s [ENT] to start Find ------ name Point function. ------ ------ input wildcard "*"to [ENT] DIST start wildcard search.) ○ [Find Pt.] 1/20 Fix PT...
Page 115 point in the job, the program prompts “Pt. not found!”.And then go in Find Point In Job screen. User can input a point or select a point from another job then back Stakeout screen. [Stakeout] 1/3 Search : ○ After finishing 1.500m 13°29′59″...
Page 116 [Coord.]: Press [Coord.] and then input a target point’s coordinates. Saved this point into job and continue staking out. Steps Display [Stakeout] 1/3 Search : 1.500m ○ 13°29′59″ 1 Press [F4] (↓) to -0.108m [F4] -0.175m view the second page of DIST soft keys.
Page 117 [Stakeout] 1/3 ○ After finishing Search : inputs, press [F4](OK) 1.500m to save the data. And 13°29′59″ then back to Stakeout -0.108m -0.175m screen. Start to stakeout DIST the input point. [SO-PT]: Press [SO-PT] to input a stakeout point without point name and being saved into job.
Page 118 ○ 2 Press [F2](SO-PT) [SO-Input data] [F2] to go to SO-Input data 0.000 m screen. Input Input point 0.000 m coordinates of stakeout name and 0.000 m point. After input one coordinate item, the curser will Zero move to next input [ENT] item.
Page 119: Polar Stakeout Mode
5.6.2 Polar Stakeout Mode The meanings of the differences in the Polar Stakeout mode: △Hz Difference in direction: If the measured point is located in the right side of stakeout point, the value is positive. △ Difference in horizontal distance: If the measured point is farther than stakeout point, the value is positive.
Page 120 stakeout point, the value is positive. Steps Display [Stakeout] 1/3 ○ Search : 1 Set all the points 1.500m that are readied to stake ------ out. Select one stakeout ------ point through search the ------ point name in the job. DIST [PAGE] ○...
Page 121 ○ 4 Turn the instrument telescope to make the △ Hz equal 0 ° 00 ′ [Stakeout] 1/3 00″and command the Search : staff to move the prism 1.500m at the same time. 0°00′00″ Arrows Meaning: -0.108m ←: Look forward from -0.175m station and move the DIST...
Page 122 ○ 6 Move the prism according direction of the arrow to make the value of △ equal 0m. Arrows Meaning: ↓ : Move the prism [Stakeout] 1/3 Search : close to the station. ↑: Move the prism far 2.000m away the station. 0°00′00″...
Page 123: Orthogonal To Station Stakeout Mode
○ 7 It means the current prism position effective stakeout point while both the△Hz and [Stakeout] 1/3 Search : △ are 0. 2.000m △ Display as dig or 0°00′00″ 0.000m fill data. -0.309m ↓: The value expresses DIST the depth of needed to dig.
Page 124 The meanings of the differences in the Orthogonal to Station Stakeout Mode: △Length Difference in longitudinal distance: If the measured point is farther than stakeout point, the value is positive. △Trav. Difference in perpendicular distance: If the measured point is located in the right side of stakeout point, the value is positive.
Page 125 found in the job through inputting point name in the search item. [Stakeout] 2/3 ↓ ○ 2 Press direction key Search : and move the cursor to Input 1.800m input prism height item. prism Length: ------ Trav. : ------ Input the prism height height ------ and then press [ENT] to...
Page 126 ○ 4 Move the prism according direction of the arrow to make the value of ΔLength equal 0m. Arrows Meaning: ↓ : Move the prism [Stakeout] 2/3 Search : close to the station. ↑: Move the prism far 1.800m away the station. Length: * 0.000m Trav.
Page 127 ○ 5 Turn the instrument telescope to find the direction where makes the △ Trav. equal 0m [Stakeout] 2/3 Search : and command the staff to move the prism at the 1.800m same time. Length: * 0.000m Trav. : * 0.000m Arrows Meaning: -1.320m...
Page 128: Cartesian Stakeout Mode
the height of needed to fill. [Stakeout] 2/3 ○ Search : Now it finishes 1.800m staking out a point. Length: ------ Repeat previous Trav. : ------ steps to stake out next ------ point. DIST 5.6.4 Cartesian Stakeout Mode Stake out point based on the Cartesian coordinate system. The deviation values are the coordinate differences.
Page 129 The meanings of the differences in the Cartesian Stakeout Mode: △Y/E The difference in East coordinate between measured point and stakeout point. △X/N The difference in North coordinate between measured point and stakeout point. Steps Display ○ 1 Press [PAGE] to [Stakeout] 3/3 show Cartesian...
Page 130 [Stakeout] 3/3 ○ 3 Aim at the prism. Search : Press [F2](DIST) 2.000m start measuring [F2] -0.306m calculate the differences 0.504m -1.299m between measured point DIST and stakeout point. ○ 4 Move the prism along the East direction to make the value of △ [Stakeout] 3/3 Y/E equal 0m.
Page 131 ○ 5 Move the prism along North direction to make the value of △X/N equal △X/N is positive: The stakeout point is farther than measured [Stakeout] 3/3 point. Move the prism Search : far away the station. △ X/N is negative: It 2.000m needs move...
Page 132: Polar
○ 6 It means the current prism position effective stakeout point [Stakeout] 3/3 while both the △ Y/E Search : and △X/N are 0. △Z/H: Display as dig 2.000m 0.000m or fill data. 0.000m △Z/H is positive: The -1.299m value expresses DIST depth of needed to dig.
Page 133 Steps Display [Stakeout] 1/3 Search : 1.500m ○ 1 Press [F4]( ↓ ) 13°29′59″ :--- ------ [F4] twice to view the :--- ------ DIST second page soft keys. Coord. View Polar SO-PT [Polar Stakeout] ○ 2 Press [F1](Polar) Azimuth : [F1] to show the dialog as shown in figure.
Page 134 Polar Stakeout screen after finishing [F4] inputs. ※ ○ [Stakeout] 1/3 4 Aim at the prism. Press [F2](DIST) to P001 start measuring and [F2] 39°15′12″ calculate -6.132m differences between measured point and DIST Back stakeout point. ○ Turn instrument telescope to make the △...
Page 135 right side of measured point. Move the prism to right. ○ 6 Set and aim at the prism in the direction of △Hz = 0° 00’00”. Press [F2](DIST) to start measuring and calculate differences between [Stakeout] 1/3 measured point and stakeout point.
Page 136 ○ 7 Move the prism along arrow direction to make the value of △ equal [Stakeout] 1/3 process staking out, if using P001 Repeat 0°00′00″ Measurement 0.000m Tracking DIST Back Measurement, calculation differences between measurement point and stakeout point can be displayed in real time and convenient.
Page 137: Resection
※ : The inputs of polar coordinate data won’t be saved to job. 5.7 Resection Resection measurement is an application used to determine the coordinate of the instrument station by measuring multiple known points. A minimum of 2 and a maximum of 5 known points can be used to determine the station. It should be used at least 2 known points by distance measurement or at least 3 known points by angle measurement.
Page 138 ○ [Set Job] [Set Job] DEFAULT window, press [F1] Operator : (List) to select a job in [F4] 2015.05.15 Date memory or press [F2] 14:10:20 Time (New) to new a job. Then press [F4] (OK) to List next step. [Set Error Limits] Input error limits! ○...
Page 139 ○ Press [F4] [Resection-Station] [F4] [Resection] window to Input Station : DEFAULT start resection name and 1.000m measurement. It should be input the station name and the instrument [ENT] high. Then press [F4] [F4] (OK) go to next step. ○ [Resection-Target PT] 1 7 Set the first known point and input prism...
Page 140 Distance measurement: [F1] (ALL) or [F1] + [F2] (DIST + REC). ○ [Resection-Target PT] 1 When finish known point T.H. 1.500m measurement, press [F2] (NEXT PT) to start next [F2] known point Find List measurement. Repeat Coord. Back ○ ○ steps ○...
Page 141: Tie Distance
display standard [Station Coordinate] Station : DEFAULT deviation. 1.000m Y0/E0 -7.422m Y0/E0 Press [F4] (OK) to set 10.628m X0/N0 Z0/H0 1.464m the station coordinate and instrument height. Back Errors Display standard deviation: [Resection-error] e(X0) 0.000m e(Y0) 0.000m e(Z0) 0.520m Back ※...
Page 142: Polygonal
Start Tie Distance application through “Main Menu” → ”Program” → ”Tie Distance”. 5.8.1 Polygonal α2 α1 α3 α4 While Polygonal tie distance measuring continuous points, the new tie distance’s first point will use the previous one tie distance’s second point(P1-P2、P2-P3、P3-P4……). Steps Display - 128 -...
Page 143 [Program] F1 Surveying F2 Stakeout ○ 1 Press [F4] in the F3 Resection [F4] Program Menu to go to F4 Tie Distance Tie Distance application. [Tie Distance] ○ [*] F1 Set Job After finishing [*] F2 Set STA setting job, station and [*] F3 Set B.S.
Page 144 [Polyline] 1.500m T.H. 3.563m 3.563m DIST [Polyline] ○ 4 Start to measure the PAGE1 first target point. Aim at 1.500m T.H. Press [F1] the first target point and 3.563m 3.563m press [F1](ALL) [F2] + [F2](DIST) + [F3](REC) [F3] Find List Coord. finishing measurement.
Page 145 [Polyline] 1.500m T.H. 3.356m 3.356m DIST ○ [Polyline] 5 Start to measure the second target point. Aim PAGE1 1.500m T.H. at the second target Press [F1] 3.356m point press 3.356m [F1](ALL) [F2] + [F2](DIST) + [F3](REC) [F3] Find List Coord. finishing [Polyline] measurement.
Page 146 ○ 6 Show the result of polygonal tie distance. [NewPt1]: Start a new polygonal tie distance. [NewPt2]: This Slope 2.9% polygonal tie distance’s +1.232m second point will be the -0.562m +0.362 polygonal Azimuth : 12°27′13″ distance’s first point and NewPt1 NewPt2 Radial ○...
Page 147 5.8.2 Radial α4 α3 α2 α1 While Radial tie distance measuring continuous points, the new tie distance’s first point continues using the previous tie distance’s first point(P1-P2、P1-P3、P1-P4……). Steps Display [Program] ○ 1 Press F1 Surveying [F4] F2 Stakeout F3 Resection Program F4 Tie Distance Menu to...
Page 148 Distance applicati ○ 2 After finishing setting job, station [Tie Distance] orientatio [*] F1 Set Job press [*] F2 Set STA [F4] [*] F3 Set B.S. F4 Start Pre-Setti ng menu to go to Select Distance Mode screen. - 134 -...
Page 149: Radial
[Tie Distance] ○ 3 Press Polyline [F2] Radial select the Polygona distance. ○ 4 Start [NewPt1] measure first 1.500m T.H. target 3.563m point. 3.563m first DIST target point and press [F1](AL [F2](DIS [F3](RE finishing - 135 -...
Page 150 measure [NewPt1] ment. ※ T.H. 1.500m 125°14′53″ 85°35′42″ 3.563m ○ 5 Start [NewPt2] measure first 1.500m T.H. target 3.356m point. 3.356m first DIST target [NewPt2] point and press 1.500m T.H. [F1](AL 3.356m 3.356m [F2](DIS Find List Coord. [F3](RE finishing - 136 -...
Page 151 [NewPt2] measure ment. ※ T.H. 1.500m 125°14′53″ 85°35′42″ 3.356m ○ Show the result of Radial tie distance. [NewPt1] : Start a Slope 2.9% +1.232m Radial tie -0.562m +0.362 distance. Azimuth : 12°27′13″ [NewPt2] NewPt1 NewPt2 Radial This Radial tie distance’ first point continues...
Page 152 polygona distance’ first point and then ○ measure the new second target point. [Polygon al]Radial : Go to Polygona distance. ※ : The target points can be measured, selected from the memory, or input using the keypad. 5.9 Area Area is an application used to calculate the polygon areas to a maximum - 138 -...
Page 153 of 20 points which connected by straights. The target points coordinate can be measured, selected from memory or entered via keypad in same direction. And the following three methods can be alternately performed. The calculate area is projected onto the horizontal plane (2D). Figure 9.1 Area Diagram Instrument Point Start Target Point...
Page 154 ○ Select “Program” [Program] from the [Main Menu] [PAGE] F1 Area window, then press F2 Remote Height [PAGE] switch [F1] F3 COGO second program list and F4 Road press [F1] or number key [5] to enter the Area app. [Area] ○...
Page 155: Area
○ To measure the points of the polygon, you will get the area result once the points [Area] are more than 3. [DIST]: To measure the 1.500m T.H. range from object point F4+ F1 to the station. PT Count: [REC]: To record the Area 0.000m2 F4+ F2...
Page 156: Remote Height
[Area--Result] ○ On Area interface PT Count : Area 12.362 m2 Press the key of F3 to Area 0.001 ha select Result function. Area 3.328 f2 To display the 2D Perimeter: 15.654m result(area, perimeter) New Area Graph Add PT ※In all of the above operation, press [ESC] to return to the previous screen. 5.10 Remote Height Remote Height is an application used to measure the height to the target (such as electric cable, bridge, etc.) where can’t be set prism.
Page 157 Height difference between the base point and the remote point Prism High α Vertical angle to prism α Vertical angle to target Steps Display ○ Select “Program” [Program] from the [Main Menu] F1 Area [PAGE] window, then press F2 Remote Height [PAGE] switch [F2]...
Page 158: Prism High Unknown
○ 3 Move the prism [Base Pt.] just standing below the Aim and meas. Base PT! remote point, then aim Base Pt. : [F1] at the prism after input the prism high and T.H. 1.500m [F2] 4.082m press [F1] (ALL) or [F2] + [F3] (DIST + [F3] DIST...
Page 159 Height difference between the base point and the remote point Prism High Slope distance between instrument and prism α Vertical angle to prism α Vertical angle to target point (remote point) α Vertical angle to base point Steps Display ○ Select [Program] “Program”...
Page 160 ○ 2 After finishing the [Remote Height] pre-settings (know [*] F1 Set Job more details at the [*] F2 Set STA beginning of chapter [F4] [*] F3 Set B.S. 5), press [F4] to enter F4 Start the [Base Pt.] window to start Remote Height app.
Page 161 ○ 4 Move the prism [Base Pt.] Aim and meas. Base PT! just standing below Base Pt. : the remote point, then aim at the bottom of [F1] or 4.082m prism rod and press [F2]+[F3] [F1] (ALL) or [F2] + DIST [F3] (DIST + REC) to Back...
Page 162: Cogo
5.11 COGO COGO(Coordinate Geometry)is an application used to perform coordinate geometry calculations by the preset conditions such as , coordinates of points, bearings between points and distance between points. The COGO calculation methods include:  Inverse and Traverse  Intersections ...
Page 163 known point Direction from P1 to P2 Distance between P1 and P2 Positive offset to the right Negative offset to the left Unknown COGO point without offset COGO point with negative offset COGO point with positive offset Steps Display ○ 1 Select “Program”...
Page 164 [COGO] ○ After finishing [*] F1 Set Job the pre-settings (know [F4] [*] F2 Set STA more details at the [*] F3 Set B.S. beginning of chapter F4 Start 5), press [F4] to start COGO app. [COGO Menu] F1 Traverse&Inverse F2 Intersection [F1] ○...
Page 165 known point ○ There are four COGO-Meas. [Traverse] ways to get the known point traverse calculation. Azimuth : 15°34′20″ A: Input the name of 10.536m known point in “Pt.” Input point Traverse : 8.361m field [Traverse] name screen press [F1](Meas.) entry the [F1](Meas.) Meas.
Page 166 C: Input the name of C: Input the name of the point and find known point and press whether it is in memory. [F3](Find) find [Find Pt.] whether the point is in Input name Station memory, if exist, then Meas. PT press [F4](OK) to be [F3](Find) Fix Pt.
Page 167 input the content, then press [F2](Result) to calculate and show the traverse result. [Traverse Result] ○ Input the name 6.369m of result point in the 3.536m [F4](REC) [Traverse Result] and press [F4](REC) to save the point. ※ In all of the above operation, press [ESC] to return to the previous screen. ※...
Page 168: Inverse
Known First known point Second known point Unknown Direction from P0 to P1 Slope distance between P0 and P1 Horizontal distance between P0 and P1 Height difference between P0 and P1 Steps Display [Traverse&Inverse] ○ F1 Inverse 1 In the [Traverse F2 Traverse [F1] &...
Page 169 [F1](Meas.) entry the [F3](REC) [COGO Meas] COGO-Meas. [COGO-Meas] Input prism height in 1.500m T.H. the “T.H.” field on 153°15′10″ [COGO-Meas], then 22°35′40″ aim the prism and press [F1](ALL) or ALL NEXT PT [F2](DIST) [F3](REC) measuring and saving the point for inverse calculation.
Page 170 [Find Pt.] find whether Station point is in memory, if [F4](OK) Meas. PT exist, then press Fix Pt. [F4](OK) selected calculating; View Coord. exist, then need to input or measure the point. D: Input the point through keyboard. [Input Coord.] [F2](Coord.) DEFAULT Press...
Page 171: Bearing-Bearing Intersection
calculate the inverse point and show the result. [Inverse-result] ○ Form Input the name Azimuth : 23°34′43″ of result point in the [F4](REC) 2.913m [Traverse Result] and 2.032m press [F4](REC) to 0.561m save the point. ※ In all of the above operation, press [ESC] to return to the previous menu. ※...
Page 172 Known First known point Second known point Direction from P0 to P2 Direction from P1 to P2 Unknown COGO point Steps Display [COGO Menu] F1 Traverse&Inverse F2 Intersection [F2] F3 Offsets ○ In [COGO Menu] F4 Extension screen, press the [F2] or number key [2] to enter the [Intersection] screen.
Page 173 ○ Input the name of first point in “PT1” [BRG-BRG] field. Input data! Input 0°00′00″ ※ There are four ways name of to get the known first point point for BRG-BRG 0°00′00″ calculation. Please Meas. Result Find refer to the step ② “COGO Traverse”.
Page 174: Bearing-Distance Intersection
[BRG-BRG] Input data! [▼] ○ Move the focus to 26°15′52″ “AZ2” by using [▼] and Input input the second bearing second 75°45′20″ after set second point. bearing Meas. Result Find ○ When all of the data entered correctly, press [Brg-Brg Result] [F2](Result) calculate the intersection 6.369m...
Page 175 direction. The circle is defined by the center point and the radius. The result may be have 1 intersection point, may be have 2 points, or may be have no one. Figure 11.4 BRG-DST Diagram Known First known point Second known point Direction from P0 to P2 or P3 Radius, as the distance from P1 to P2 or P3 Unknown...
Page 176 [Intersection] F1 BRG-BRG ○ 1 In the [Intersection] F2 BRG-DST [F2] screen, press [F2] or [2] F3 DST-DST to enter the BRG-DST F4 LNLN subapplication. ○ 2 Input the name of first point in “PT1” field. [BRG-DST] Input data! ※ There are four ways Input 0°00′00″...
Page 177 [BRG-DST] Input data! [▼] ○ 4 Move the focus to 26°15′52″ “PT2” by using [▼] to setting second point. second 0.000m point Meas. Result Find [BRG-DST] Input data! ○ [▼] Move the focus to 26°15′52″ “HD2” by using [ ▼ ] Input and input the radius after radius...
Page 178: Distance-Distance Intersection
point. Press [F1] to switch to view results. ※ In all of the above operation, press [ESC] to return to the previous menu. ※ The result point is plane data. 5.11.5 Distance-Distance Intersection Use the distance-distance (DST-DST) sub application to calculate the intersection point of two circles.
Page 179 Known First known point Second known point Radius, as the distance from P1 to P3 or P4 Radius, as the distance from P2 to P3 or P4 Unknown First COGO point Second COGO point Steps Display [Intersection] F1 BRG-BRG ○ 1 In the [Intersection] F2 BRG-DST [F3]...
Page 180 ○ 2 in the “COGO Traverse”. [DST-DST] Input data! [▼] ○ 3 Move the focus to 3.152m “HD1” by using [▼] key Input and input the first radius first 0.000m after set first point. radius Meas. Result Find [DST-DST] Input data! [▼] ○...
Page 181: Line-Line Intersection
○ 6 When all of the data entered correctly, press [F2](Result) [Dst-Dst Result] calculate the intersection point show 6.369m results. 3.536m [F2] Input the name of result point in the [DST-DST Result] press [F4](REC) to save the point. Press [F1] to switch to view results.
Page 182 Known First known point Second known point Third known point Fourth known point Line from P1 to P2 Line from P3 to P4 Unknown COGO point Steps Display [Intersection] F1 BRG-BRG ○ 1 In the [Intersection] F2 BRG-DST [F4] screen, press [F4] or [4] F3 DST-DST to enter the LNLN sub F4 LNLN...
Page 183: Distance-Offset
“COGO Traverse”. ○ 3 When all of the points are set correctly, press [F2](Result) [LNLN Result] calculate the intersection point show 6.369m results. 3.536m [F2] Input the name of result point in the [LNLN Result] press [F4](REC) to save the point.
Page 184 Figure 11.7 DistOff Diagram Known Start point End point Offset point Unknown △Line △Offset COGO point (foot point) Steps Display ○ [COGO Menu] 1 In [COGO Menu] F1 Traverse&Inverse screen, press the [F3] or F2 Intersection number key [3] enter the [F3] F3 Offsets [Offsets] screen, then...
Page 185 [Offsets] F1 DistOff [F1] F2 Set Pt ○ Set the start point, end point and offset [Get Foot PT] point one by one. Define baseline! ※There are four ways to get the known point known Input Offset PT! DistOff points calculation.
Page 186: Set Point
○ 3 When all of the points are set correctly, [DisOff Result] press [F2](Result) calculate the intersection point show [F2] 6.369m results. 10.536m Length : 5.310m [F4] Trav. 2.249m Input the name of result point in the [DistOff Result] press [F4](REC) to save the point.
Page 187 Known Start Point End Point △Line △Offset Unknown P3 COGO point Steps Display [Offsets] F1 DistOff ○ 1 In the [Offsets] F2 Set Pt [F2] screen, press [F2] or [2] to enter the Set Point sub application. ○ Set the start point [Get Side PT] and end point.
Page 188: Extension
[Get Side PT] ○ Then baseline is Define baseline! [▼] defined, press [▼] key to move the focus Input length&trav.! Input EndW.OS. 1.265m down and input the distance Transverse : 2.345m longitudinal and offset Meas. Result Find distance. ○ 4 When all of the data are set correctly, press [F2](Result) [SetPT--Result]...
Page 189 point from a known baseline. Figure 11.9 Extension Diagram Known Baseline Start Point Baseline End Point L1, L2 Extension Distance Unknown P2, P4 Extended COGO Point Steps Display [COGO Menu] ○ F1 Traverse&Inverse In the [COGO F2 Intersection [F4] Menu] screen, press F3 Offsets the [F4] or number key F4 Extension...
Page 190 ○ Set the baseline [Extension] start point and end Define line! point. ※ There are four Set known Select & Input! ways to get the known points Base Pt. point Extension 0.000m calculation. Please Meas. Result Find ○ refer to the step 2 in the “COGO Traverse”.
Page 191: Road
○ 5 When all of the data are set correctly, press [F2](Result) [SetPT--Result] calculate intersection point and 1.256m show the results. 9.032m [F2] Input the name of result point in the [Extension Result] and press [F4](REC) save the point. ※ In all of the above operation, press [ESC] to return to the previous menu. ※...
Page 192 [Road] F1 Road Manage F2 HC list F3 Vert. curve list F4 Road Stakeout 5.12.1 Road Manage After setting up the job, station and back sight point, user can start to define the road path. Steps Display [Road] [*] F1 Set Job ①...
Page 193: Hc List
[Road List] ③ All road files are displayed here,which can be deleted, created, closed, [F1] and opened. Current: 1 Delete Close Open [New Road] ④ Press [F2] and choose [New] to enter a Road : new interface, enter the road name to create a new road file.
Page 194 straight line, circle and easement curve. ➢ Straight line The straight line can be defined when start point and other type of line have been defined. length Straight line includes azimuth and distance, and the distance cannot be minus. ➢ Circle Arc length radius Circular curve includes radius and arc length.
Page 195 ➢ Easement curve circular curve start Easement curve data includes the minimum radius and arc length. The radius positive-negative regularity of easement curve is the same as the radius of circle. Also, the arc length cannot be negative Follow is the input Steps of the horizontal alignment element method. ▶Steps Operating procedure Display...
Page 196 Hoizon curve Hoizon curve （2）Press 【ADD】 . If you Chain.： 0.000 haven’t input starting point, AZ： 0°00 00 【ADD】 you will come in starting point TRNS interface whatever straight line, Define start point circular curve or easement 【OK】 Chain.： 0.000 curve you choose.
Page 197 HC-trans ition （5） Press 【TRNS】 come in R： 214.000 【TRNS】 Length： 200.000 m the easement curve data input interface. HC list （6）Complete setting all line 01Start： 0.000 02STR： 0.000 data, press 【 ESC 】 return to 03ARC： 200.000 【ESC】 04TRNS： 450.000 horizontal alignment...
Page 198 HC list 01Start： 0.000 （9）Press 【DEL.】 to delete 02STR： 0.000 03ARC： 200.000 【DEL.】 the chosen line date (start point is forbidden). SAVE DEL. VIEW HC list （10）Press 【SAVE】to get a Save ove r！ prompt box , press 【ENT】to 【SAVE】 save the data in the current opened road file.
Page 199 crossing point PT parameter A1 parameter A1 Radius R Point one Point two Follow is the Intersection method definition of horizontal alignment input Steps. ▶Steps Operating procedure Display HC list 01Start： 0.000 02STR： 0.000 （1）Choose “2. HC list” from “2. 03ARC：...
Page 200 （3） Input start point, then press N:(P1) 99.835 【OK】 come in the point of E： 149.008 【OK】 R： 0.710 m intersection input interface. AZ1： 32.0000 Press 【OK】 to input the next AZ2： 300.000 point of intersection. （4）After input all points of HC list intersection press【ESC】return 01Start：...
Page 201: Vert.curve List
HC list 01Start： 0.000 （7）Press 【DEL.】 to delete 02PT： 214.000 03PT： 574.000 【DEL.】 the line date chosen(start point is forbidden). SAVE DEL. VIEW HC list （8）Press 【SAVE】to get a Save ove r！ prompt box , press【ENT】to 【SAVE】 save the data in the current opened road file.
Page 202 Chain 1000 1300 1800 2300 Elevation Lenth Following is the vertical alignment input Steps. ▶Steps Operating procedure Display VC list” from the （1）Choose “3. VC list” “3. road menu. VC-start point （2）Press 【ADD】 come in Chain： 0.000 line choose interface. After input 【ADD】...
Page 203 VC list 01Start： 0.000 （ 3 ） After input line data, 02PT： 98.000 03PT： 200.000 press 【ESC】return to vertical 【OK】 alignment list interface. SAVE DEL. VIEW （4）Press 【VIEW】 to show the detail data of the current VD LIST-01 road you chosen. Chain.：...
Page 204 VC list （7）Press 【SAVE】to get a Save ove r！ prompt box , press 【ENT】to 【SAVE】 save the data in the current opened road file. 5.12.4 Road Stakeout After the road had been designed and had been implemented into the program, user can start to do road stakeout. Steps Display [Road]...
Page 205: Stakeout Reference Element
○ 2 Pressing F1 Sidestake Stakout to go for sidestake stakeout interface. Input chainage and the [Sidestake stakeout] 1/3 coordinates of the points Chainage : 0.000 m that should be stakeout will T.H. 0.000 m be loaded and you will 0.000 Azimuth [F1]...
Page 206: Refline
5.13.1 RefLine User need to define a reference line through a known base line. The reference line can be shifted in longitudinal, horizontal, vertical direction, or rotate around the first base point as needed. The line after shift is as reference line, all observed data refer reference line.
Page 207 Measure point ΔLength Δtrav. ⚫ Reference Line Steps Display ○ Press [F1] numeric [Program] key [9] in F1 Reference Element [F1] main menu, then Job, B.S [Reference Line/ARC] and enter F1 RefLine [Referenc F2 RefArc [F1] Line/AR menu([F4 ]), press [F1] numeric key [1] to...
Page 208 enter RefLine function. ○ There're several A: Get the target point by measure. methods [Reference Line] to obtain Measure to first point! Input first point point for T.H. 2.000m name 10.536m baseline 8.361m definition DIST [F1] Find List Coord. A: Enter point name, then...
Page 209 [F1](AL define first point. B: Input point name, Press B: Get the target point by DIST+REC. [F2](DIS [Reference Line] Measure to first point! [F3](RE [F2] save T.H. 2.000m 10.536m target [F3] 8.361m point, the DIST saved Find List Coord. result will directly into...
Page 210 C: Input point name, press [F4]( ↓ ) to shift to subscript function, C: Input the name of the point and find whether it is in then Input memory. press point [Find Pt.] [F1](Find name Station ) to check Meas. PT this [F4] Fix Pt.
Page 211 [Find Pt.] 1/50 [F2](List) DEFAULT Station [F4] STN1 Station [Find Pt.] 200007 Meas. PT dialog, 200008 Meas. PT search Fix Pt. Fix Pt. View Coord. Job known points in through [▲]\[ ▼ ] and press [F4](OK) to select. E: Press [F3](Coo E: Input the point through keyboard.
Page 212 cover the point name repeated. ○ After [F1] defining first point [F2]+[F [Reference Line] Measure to first point! baseline, enter into [F4]+[F T.H. 2.000m 10.536m interface 8.361m of second DIST point [F4]+[F Find List Coord. definition , the way same [F4]+[F with first...
Page 213 ○ After baseline definition [Reference Line-Main]1/2 enter 360.555m Length [Referenc Enter values to shift line! [▲]\[▼ Offset 5.000m Line-Mai Line 2.000m Height 10.536m Rotate 1°02′03″ interface, Input Gird Meas. Stake select paramet NewBL Zero Segment settings through [Reference Line-Main]2/2 [▲]\[ ▼ ] input [F4] Length...
Page 214 Line-Mai n] page, press [◄]\[►] to choose Ref.Hgt, after set up.※ ⑤ In the interface [Referenc [Reference Line-Main]1/2 Line-Mai 360.555m Length Enter values to shift line! Offset 5.000m baseline [F4] Line 2.000m needs to Height 10.536m [F1] Rotate 1°02′03″ redefined Gird Meas.
Page 215 [F1] (NewBL) redefine baseline. ⑥ In the interface [Referenc Line-Mai [Reference Line-Main]2/2 n] , input translatio Length 360.555m [F4] paramete Enter values to shift line! Ref.Hgt : rs, if you [F2] need Gird Meas. Stake clear, NewBL Zero Segment press [F4] ↓...
Page 216 (Zero) to recover input paramete rs to zero. ※ Ref.Hgt options : : The elevation value of defined first point : The elevation value of defined second point Equal : Average value of defined two endpoints' elevation None : Not perform elevation difference calculation ※...
Page 217 ② [Grid [Grid Definition] Definition] interface, use [▲]\[▼] Enter start chainage of grid! Start Chain: 1.147m [▲] \ [▼] to select input box, use keyboard to Input Increment grid points enter start chainage of parameters Increment : 2.258m gird and increment grid Transverse : 3.369m points,...
Page 218 [Reference Line-Main]1/2 360.555m Length ① interface Enter values to shift line! [Reference Line-Main] , Offset 5.000m press [F2] (Meas.) to [F2] Line 2.000m Height 10.536m enter [Measure Rotate 1°02′03″ Line&Offset] interface. Gird Meas. Stake NewBL Zero Segment ○ There are many A: Get the target point by measure.
Page 219 [F3](REC) to save this [Measure Line&Offset] point data. T.H. 2.000m Length : 3.369m Trav. 1.147m 1.256m DIST C: Input the name of known point and press C: Input the name of the point and find ↓ [F4]( ) to shift to Input point whether it is in memory.
Page 220 [Find Pt.] 1/50 be selected. DEFAULT Station STN1 Station 200007 Meas. PT 200008 Meas. PT Fix Pt. Fix Pt. View Coord. Job E: Input the point through keyboard. [Input Coord.] [F3] DEFAULT E: Press [F3](Coord.) to DEFAULT input a known point Input point 0.000m 0.000m...
Page 221 [Orthogonal Stakeout] use [ ▲ ]\[ ▼ ] to select Input input box, use keyboard parameters every offset parameters, then press [F4] [F4](OK) enter orthogonal stakeout. ③ In [Orthg. Stakeout] [Orthog. Stakeout] interface, measure and 2.000m T.H. save current measuring point through [F1](ALL) [F1] -1°02′03″...
Page 222 enter [Segment Definition] interface ② In [Segment Definition] screen, select input [▲]\[ [Segment Definition] through ▼] 360.555m Line Length: [▲]\[▼], use Length 60.000m keyboard to set Number Input Segment Misclosure : 0.555m param Segment Start Length, eters Segment Back others, [F4] then press...
Page 223 [F1](ALL)or [Stakeout Segment] [F2]+[F3](DIS Cum.Length: 0.555m T+REC) Number Length 130.644m Trav. -52.216m -8.188m DIST ※ Segment options: Start : Misclosure at the start point EndPt : Misclosure at the end point Equal : Divide Reference Line equally into several pieces ※...
Page 224 Known RefArc Start PT Centre End PT Unknown Measure point ∆Line ∆Offset ⚫ Centre, Start PT Steps Display - 210 -...
Page 225 ○ [Progra main menu [Program] F1 Reference Element page, [F1] press [F1] or numeri [9], set job, [Reference Line/ARC] F1 RefLine B.S. [F2] F2 RefArc enter [Refere Line/A menu, then press [F2] or numeri - 211 -...
Page 226 c [2] to enter RefArc functio ○ [Defin [Define Ref-ARC method] F1 Centre,Start Point (1) Ref-A [F1] F2 Start&End Pt,Angle (2) method screen, then press [F1] or - 212 -...
Page 227 numeri enter [Centre , Start Point] method measur Centre point define arc. ③ A: Get the target point by measure. There [RefArc] Measure to centre point! Input CtrPt several T.H. 2.000m point 10.536m T method name 8.361m obtain DIST [F1] CtrPt Find List Coord.
Page 228 RefArc definiti Enter point name, then press [F1](A LL) to define CtrPt。 Input point name, [F2] Press B: Get the target point by DIST+REC. [F2](D [F3] IST) + [F3](R EC) to - 214 -...
Page 229 save [RefArc] Measure to centre point! CtrPt centre T.H. 2.000m 10.536m T point, 8.361m saved DIST result Find List Coord. will be directl into calcula tion. C: Input the name of the point and find whether it is in Input memory.
Page 230 press [F1](Fi nd) to check if this point exists, exist, then should firstly input measur this point's coordi nate. Press [F2] [F2](Li D: Select the point by list in the instrument. st) , in [F4] [Find Pt.] - 216 -...
Page 231 [Find Pt.] 1/50 dialog, DEFAULT Station search STN1 Station 200007 Meas. PT known 200008 Meas. PT points Fix Pt. Fix Pt. in job View Coord. Job throug [ ▲ ]\[ ▼ press [F4](O select. Press [F3] E: Input the point through keyboard. [F3] [Input Coord.] (Coord...
Page 232 will indicat recover if point name repeate d, then press [F4](O save point. ④ [F1] After [RefArc] Measure to start point! measur [F2]+ Start [F3] T.H. 2.000m 10.536m T centre 8.361m point, [F4]+ [F1] DIST Find List Coord. measur [F4]+ [F2] start - 218 -...
Page 233 point, [F4]+ [F3] definiti same centre point. ※ ⑤ After [Reference ARC-Main Page] definiti CtrPt ------- Start EndPt RefArc Radius 5.584m , enter [F4] interfa NewArc Meas. [Refere [Measure Line&offset] T.H. ARC- 2.000m Line 130.644m Main Offset -52.216m Page]; -8.188m [F1] DIST Press...
Page 234: Refarc
[RefArc] [F4](M Measure to start point! eas.) to Start enter T.H. 2.000m 10.536m T [Measu 8.361m Line& DIST Offset] Find List Coord. interfa needs define a new RefArc press [F1](N ewArc) define. - 220 -...
Page 235 ※ When the centre and start point coincide, the system error reporting "invalid target data, please input again, select "yes" or press [ESC], return to the measurement center interface, and restart the definition of arc. ※ In above operation, press [ESC] to return to previous menu. ⚫...
Page 236 Line/A menu, then press [F2] or numeri enter definiti RefArc ○ [Define Ref-ARC method] F1 Centre,Start Point (1) [Defin F2 Start&End Pt,Angle (2) [F2] Ref-A method - 222 -...
Page 237 screen, press [F2] or numeri choose [Start& End Pt, Angle ] measur e start point. ③ There Input several point method name A: Get the target point by measure. obtain [F1] the first point - 223 -...
Page 238 [RefArc] baselin Measure to start point! Start T.H. 2.000m 10.536m T definiti 8.361m DIST Find List Coord. Enter point name, then press [F1](A LL) to define start point. Input point name, [F2] press B: Get the target point by DIST+REC. [F2](D [F3] IST) +...
Page 239 save [RefArc] target Measure to start point! Start point , T.H. 2.000m 10.536m T 8.361m saved result DIST will be Find List Coord. directl into calcula tion. Input point C: Input the name of the point and find whether it is in Input name, memory.
Page 240 [F1](Fi nd) to check if this point exists, exist, then should firstly input measur this point's coordi nate. D: Select the point by list in the instrument. [Find Pt.] 1/50 Press DEFAULT Station [F2](Li [F2] STN1 Station st) , in 200007 Meas.
Page 241 known points in job throug [▲]\[ ▼] and press [F4](O select. Press [F3](C E: Input the point through keyboard. oord.), [Input Coord.] [F3] input DEFAULT DEFAULT point Input 0.000m point name, 0.000m name 0.000m coordi coord inate+ nate [F4] Back press [F4](O - 227 -...
Page 242 will be covere d if the point name repeate ④ After definiti [F1] [RefArc] start Measure to centre point! [F2]+ point, CtrPt [F3] T.H. 2.000m enter 10.536m T [F4]+ 8.361m [F1] interfa DIST [F4]+ [F2] Find List Coord. measur [F4]+ [F3] point, definiti...
Page 243 point is same as start point. ⑤ After comple ting the definiti [Reference ARC-Main Page] Enter Tangent angle! Enter start&e 12°31′01″ angle 87°57′18″ point, [F4] input Back AZ1(st point), AZ2(e - 229 -...
Page 244 point) tangent angle respect ively, then press [F4](O next step. ※ [Reference ARC-Main Page] ⑥ CtrPt ------- Refere Start nce arc EndPt Radius 5.584m defined , enter NewArc Meas. [Measure Line&offset] [Refere T.H. 2.000m ARC- Line 130.644m Main [F4] -52.216m Offset -8.188m Page]...
Page 245 [RefArc] Measure to centre point! CtrPt T.H. 2.000m 10.536m T [F1] 8.361m DIST Press Find List Coord. [F4] (DIST) into the [Measu Line& Offset] functio needs define a new RefArc - 231 -...
Page 246 press [F1](N ewArc) define. ※ AZ1 and AZ2 are start point, end point tangent azimuth respectively . If the input data is not in conformity with the requirements, the instrument will report "invalid target data, please input again", you can select "yes" or press the [ESC] to return to the interface of starting point measurement, start to define arc.
Page 247 [Reference ARC-Main Page] CtrPt ------- Start EndPt ○ Radius 5.584m Using method of the "Centre, Start Point" or "Start&End Angle" NewArc Meas. defines the reference arc, [F4] [Measure Line&offset] entering the [Reference ARC-Main Page], T.H. 2.000m Line press [F4] (Meas.) 130.644m Offset -52.216m...
Page 248 B: Get the target point by DIST+REC. [Measure Line&offset] B: Input point name, Press [F2](DIST) + [F3](REC) [F2] T.H. 2.000m Line 130.644m to save the Pt, the saved Offset -52.216m result will be directly put [F3] -8.188m into calculation. DIST C: Input point name, press C: Input the name of the point and find whether it is in memory.
Page 249 [Find Pt.] 1/50 DEFAULT Station STN1 Station 200007 Meas. PT 200008 Meas. PT Fix Pt. Fix Pt. View Coord. Job E: Input the point through keyboard. Press [F3](Coord.), [Input Coord.] [F3] Input point name, DEFAULT coordinate's data, it will DEFAULT Input point name 0.000m indicate recover if point...
Page 250: Refsurface
※ Result of Line&Offset: ∆Line: Measuring point relative to the start point of arc , if it is beyond the reference arc ,∆Line will be negative, and on the contrary is positive; ∆Offset: the offset of the measuring point with respect to the arc in the direction of the radius.
Page 251 • The first point is the origin of a local coordinate system. • The second point defines the direction of the local Z-axis. • The third point defines the plane. X-axis of local coordinate system. Y-axis of local coordinate system. Z-axis of local coordinate system.
Page 252 d+ Perpendicular distance from P4 to the plane.  Functions that can be done by the software buttons: [New-tar]: To record and save the intersection point and to proceed to measure a new target point. [Stakeout]: To display stake out values for the intersection point. [New-sur]: To define a new reference plane.
Page 253: File Manage
6 File manage File manager contains all functions of input data, edit data and view data. [Job Manage] F1 Job F2 Fix Pt. F3 Meas. PT F4 Code [Job Manage] F1 Mem.stat. 6.1 Job ➢ All kinds of measurement data are saved in the selected job. Such as Fix Pt., Meas.
Page 254: Select A Job
6.1.1 Select a Job Steps Display [Job Manage] F1 Job ○ 1 Press [F1] in the F2 Fix Pt. F3 Meas. PT menu of Job Manager to [F1] enter menu F4 Code function. [Job list] JOB1 JOB2 ○ interface JOB3 JOB4 displays the job list in the current storage.
Page 255: New A Job
6.1.2 New a Job Steps Display [Job Manage] F1 Job ○ In the menu of F2 Fix Pt. F3 Meas. PT Job Manager, press [F1] [F1] to enter the menu F4 Code of job function. ○ interface [Job list] displays the job list in JOB1 the current storage.
Page 256 ○ 3 If the instrument has loaded the SD card, [Select Disk] there is an interface of Select Disk. In the A:Local Disk interface, selecting the B:SD Card disk which is used to new a job by pressing the key of up or down Prop.
Page 257 ○ After finishing Job set! inputting, press [F4] [F4] (OK) to save the job and set it as the current job. ※ : The system creates the data and time automatically. [Job]: The name of job inputted arbitrarily by the operator and saving data to the file after this.
Page 258: Fix Pt
[Job list] JOB1 JOB2 ○ interface JOB3 JOB4 displays the job list in the current storage. View Delete ○ 3 Using the direction key up or down to select the job that need to be deleted. Press [F1] (Delete) and a [↑]、...
Page 259 Steps Display [Job Manage] F1 Job ○ In the menu of Job F2 Fix Pt. F3 Meas. PT Manager, press [F2] to [F2] enter the interface of Fix F4 Code Pt. function. ○ interface [View FixPoint] 1/4 JOB1 displays the fixpoints of the current job.
Page 260: Search Fix Pt
sure. ※ [View FixPoint] 1/22 ○ 4 Program displays the JOB2 data of fixpoints in the 2.000m [←] corresponding job. Press 3.000m [→] 4.000m the direction key of left or right view Delete fixpoints in the job. ※ : The selected job is only used to view fixpoints and it will not be set as current job.
Page 261: Add Fix Pt
○ There appears [Find] JOB1 dialog as shown in the picture on the right. [ENT] Input the name of point or the wildcard of “*”, [F4] press [ENT] to make sure and press [F4] (OK) to find. ○ Displaying dialog of finding result. [View FixPoint] 1/1 If the point exists in the JOB1...
Page 262 ○ 1 In the interface of [View FixPoint] View FixPoint, pressing JOB1 [F2] (New) to enter the 1.000m function of new fixpoint. 1.000m [F2] If you want to change the 1.000m job which need to new points, you can press Find Edit [Job] to select the target...
Page 263 [New FixPoint] ○ 3 Input the new name JOB1 coordinate 100.000m fixpoint, press [Ent] to 100.000m finish inputting and press 100.000m [F4] (OK) to save the fixpoint. Back [F4] If the inputted point name exists in the memory, the program will give PT exists!
Page 264: Edit Fix Pt
○ 4 After finishing new a [New FixPoint] fixpoint, program JOB1 makes the point plus 1 100.000m automatically and you 100.000m can continue to input 100.000m other fix points, as shown in the picture on the right. Back Press [F1] (Back) or [ESC] to go back.
Page 265: Delete Fix Pt
○ 2 Press [F3] (Edit) to enter the interface of Edit Fixpoint. screen displays the point data. Input the new point’s name and coordinate and press [ENT] to move the cursor to the next row. When the data doesn’t need to be edited, you can press [ENT] directly.
Page 266 ○ In the interface of View FixPoint, you can find the data of need to [View FixPoint] 7/22 be deleted by pressing JOB1 the direction key of left right 2.000m 3.000m function of finding, then [F4] 1.000m press [F4] to switch to the second page of soft Find Edit...
Page 267: Meas. Pt
[View FixPoint] 7/22 JOB1 2.000m ○ 3.000m 3 The interface backs 1.000m to the previous menu. Find Edit Delete 6.3 Meas. Pt. The measurement data in the job can be searched, displayed, and part of them can be deleted. 6.3.1 View the measurement data Steps Display...
Page 268 ○ 2 The default viewed [View Meas Pt] DEFAULT job is the current job in the program, if you want view [F2] measurement data in other jobs, please press View [F1] (Job) to enter the list of job to select. ○...
Page 269: Delete Measurement Data
○ 4 The screen starts to [View Meas Pt] 1/28 display the information DEFAULT measurement data Type Meas. from the first piece of 226°43′06″ data in the job. Press the 89°26′11″ direction key of left or Date 2015.05.23 right view Delete Search measurement point data...
Page 270: Code
[View Meas Pt] 1/28 ○ DEFAULT After finding the Type Meas. measurement point data 226°43′06″ [F1 ] 89°26′11″ which need to be deleted, Date 2015.05.23 press [F1] to delete. Delete Search ○ window If delete data? program prompts Data cannot recover! whether to delete or not.
Page 271: [View Code] 1/5
deleting. 6.4.1 Input Code Every code has a note and up to 8 characters attributes. [View Code] 1/5 Code TREE Note Info 1 GREEN Info 2 Info 3 Info 4 Find Delete GSI-The introduction of code’ attributes: Code: Name of the code Note: Additional annotation Info1: The other editable information ……...
Page 272 [View Code] 1/5 Code TREE ○ Note 2 In the interface of Info 1 GREEN View Code, pressing [F2] [F2] Info 2 to enter the function of Info 3 Info 4 new code. Find Delete [Input Code] Code ○ Note 3 Input the name of LIGHT Info 1...
Page 273 overwrite 6.4.2 View Code Steps Display [Job Manage] ○ F1 Job In the menu of Job F2 Fix Pt. Manage, pressing [F4] to F3 Meas. PT [F4 ] enter the function of F4 Code Code. [View Code] 1/5 Code TREE ○...
Page 274 [Search Code] ○ 3 Press [F1] to enter Code the interface of Search Code. The default value is wildcard character, it stands for all codes. [Search Code] ○ Input the certain Code code name and input [F4] [F4] to start to search. ○...
Page 275 If there is no code matches the condition, the program will give a prompt. 6.4.3 Delete Code Steps Display ○ 1 After entering the dialog code [View Code] 1/5 function, press Code TREE direction key of left or Note Info 1 GREEN right to delete the Info 2...
Page 276: Memory Statistics
If the deleted code is [View Code] Code find by pressing the Note direction keys, after the Info 1 code is deleted, the Info 2 screen will display the Info 3 Info 4 next code. Find Delete If the deleted code which find by press the key of [Find], after the code...
Page 277 Steps Display [Job Manage] ○ 1 In the menu of Job F1 Mem.stat. Manage, press [PAGE] and display the second [F1] page of the menu, press [F1] to enter the function of memory statistics. [Disk Info.] Disk Name : A:Local Disk ○...
Page 278: Data Transfer
7 Data Transfer This function is doing data transmission between instrument and computer, or between instrument and removable device. This function includes 2 parts, import and export. The data transmission between instrument and removable device must have U Disk plugged in. Note: The machine supports up to 8G U disk read and write, when running the program, don’t insert or pull out the U disk.
Page 279 ○ main menu, [Transfer] chooses F1 Import Data “4 Transfer F2 Export Data ” enter “Data Transfer ” menu. [Import Data] F1 Fix Pt. F2 Code Pressing [F1] or enters “Import Data”. - 265 -...
Page 280: Data Import
○ “Import [View Code] Data” Mode RS232C menu, press [F1] or Target Job: DEFAULT entering Import “Import Fix Pt” window. ○ Press [F1](Job [Select Job] JOB1 select JOB2 the job JOB3 JOB4 [SD] want transfer Delete data into, then press [F4] - 266 -...
Page 281 (OK). ○ choosin RS232C method, using cable to connect [View Code] instrume Mode RS232C compute Imported:91 first, Target Job: DEFAULT compute Import side, press button [Send] transfer software then press - 267 -...
Page 282 [F4] (Import) instrume ○ choosin Disk method, pluggin [Import Fix PT] g u disk Mode UDisk instrume Imported:91 Source JOB1 Format CASS Format Target Job: DEFAULT port first, Source Import then: 1. Press [◄], [►] key to select “U Disk”; 2.
Page 283 [F2] to explore files in u disk and select the data file. 3. Press [ ▼ ], [▲] moving format option, then press [◄], [►] key to select the data file’s format. 4. Press [F4] (Import) to start - 269 -...
Page 284: Data Export
import. ○ Import [Import Code] code can only Mode RS232C Data Type : Code RS232C method. This Import same to ○ Step 7.2 Data Export User can use this function to transfer internal data (fixed points, measurement data, and code) from instrument to computer or u disk. Export: Fixed points, measure data, and code.
Page 285 [Transfer] F1 Import Data ○ 1 In main menu, F2 Export Data choose “4 Transfer” to enter “Data Transfer” menu. [Export Data] F1 Job Data [F2] F2 Code Data Pressing [F2] or [2] enters “Export Data”.。 [Job Data] ○ DEFAULT 2 In “Export Data”...
Page 286 [Select Job] JOB1 ○ [F1] 3 Press [F1] to select JOB2 JOB3 JOB4 [SD] job that you need to [F4] export, then press [F4]. Delete [Job Data] ○ DEFAULT 4 Press [◄], [►] [◄] Data Type: Meas. PT key to select data type Mode UDisk Format...
Page 287 [Job Data] If choosing U Disk, the U Disk should have DEFAULT been plugged in, then Data Type: Meas. PT press [F4] to start Mode UDisk Format : Meas Fmt(*.htf) export. Export User can also use key [◄], [►] to select the [Job Data] format of export data.
Page 288: Instrument Setting
8 Instrument Setting 8.1 General Setting In Setting Menu, choose “1 General” to enter “General Setting”. Light Hz increment: Right Trigger Key : V-Setting DIST Zenith User Key1 Angle Unit : Level °′″ User Key2 Min. Reading: NP/P 1″ Key Beep Dist.
Page 289 ALL: Dist and record. DIST: Only dist. User Key 1 Configures with a function from the FNC menu. User Key2 Configures with a function from the FNC menu. Key Beep The beep is an acoustic signal after each key stroke. On: Enable beep.
Page 290 measurement. V-Setting Zenith: Zenith = 0°; Horizon = 90°. 0° 270° 90° 180° Horiz.0: Zenith = 270°; Horizon = 0°。 270° 180° 0° 90° Vert90: Zenith = 90°; Horizon = 0°; Positive above horizon, negative below horizon. - 276 -...
Page 291 90° 0° 0° -90° Slope: Zenith 45°=100%; Horizon = 0%. Positive above horizon, negative below horizon. Exceed 300% shows “--.--%”. 300% 71°34′ --.--% 100% 45° -100% -50gon --.--% -300% -79.5gon Angle Unit Sets The units shown for all angular fields. °′″Degree sexagesimal, 0°to 359°59'59".
Page 292 MIL Mil , 0 to 6399.99mil. The setting of the angle units can be changed at any time. The actual displayed values are converted according to the select unit. Mini. Reading Sets the number of decimal places shown for all angular fields.
Page 293 3Display distance with three decimals. 4Display distance with four decimals. Temp. Unit Sets the units shown for all temperature fields. ℃Degree Celsius. ℉Degree Fahrenheit. Press. Unit Sets the units shown for all pressure fields. hPA hecto-Pascal. mmHg Millimeter mercury. inHg Inch mercury. Code Sets if the code will be used for one, or many, measurements.
Page 294: Edm Setting
Port RS232C Use serial port as communication interface. Bluetooth Use Bluetooth as communication interface. If instrument does not support Bluetooth, there will be no Bluetooth option here. Baudrate Sets the serial port baudrate. 9600/19200/115200 Coord. type Sets the type of coord. NEZ/ENZ Language Changes the software’s interface language.
Page 295: Adjust And Tools
9 Adjust and Tools 9.1 Adjust Warning： The following functions must be carried out under the guidance of professionals, if the operation is wrong, it may lead to the instrument can’t work properly! Through Main Menu →“6 Tools”→“1 Adjust”, entering adjust menu, Like below Tools Menu...
Page 296: View Adjust Parameters
[Adjust] F1 Factory Setting Input PIN code(82543), and then press key ENT, the instrument will be turned off. [PIN] Back 9.1.1 View adjust parameters In Tools Menu, choose “1 Adjust”, and then press [F1] to enter “View adjust parameters”. Parameters include Vert. I.E and tilt sensor parameters. [View Adjust Param.] Vert.
Page 297: Adjust Index Error
9.1.2 Adjust Index Error In Tools Menu, choose “1 Adjust”, then press [F2] to enter “Adjust Index Error”. Steps: Steps Display [Adjust Index Error] ○ F1 reading: 342°11 59 1 After leveling F2 reading: total station, [F4] aim at target with Vert.
Page 298 [Adjust Index Error] F1 reading: 342°11′59″ ○ Program will F2 reading: 191°26′31″ show result [F4] Vert. I.E.: 93°10′45″ value, press Take reverse! [F4](OK) to save. Note: If there is no special requirement, the compensator should be turned on before Index error correction. 9.1.3 Adjust Tilt X Before compensating for the compensator, make sure that the indicator...
Page 299: Adjust Tilt X
Steps Display ○ [Adjust Tilt X] 1 Level instrument, 10°12′02″ focus on the reticle of 81°53′50″ collimator, record the vertical angle V0. Use Tilt -117 fine tuning F1 up 3′ [F4] vertical angle V0+3’,focus reticle center accurately, wait stable value, press [F4](OK).
Page 300 ○ [Adjust Tilt X] Reverse 190°25′38″ telescope, use face right 269°23′45″ to focus on the reticle of collimator, record Tilt vertical angle F1 up 3′ V1.Use fine tuning to [F4] set the vertical angle as V1-3’,focus reticle center accurately, wait stable value, pressF4(OK).
Page 301: Adjust Tilt Y
○ [Adjust Tilt X] 6 After finishing, it 342°11′59″ will display the results, 269°29′46″ press [F4](OK), save [F4] and back to menu. Tilt Xk: 33.0859 X0: -55 Note: CoK (linear coefficient): If absolute value > 1.5, you need to re-calibrate; In the correction process by pressing the ESC key, will exit, holding compensator parameters unchanged.
Page 302 then turn the instrument counterclockwise 90 ° , wait for stable value, press [F4](OK) ,and then turn 90 ° clockwise back to the original direction. ○ [Adjust Tilt Y] 2 Use fine tuning to 10°12′02″ set the vertical angle to 81°59′50″...
Page 303 ○ [Adjust Tilt Y] Reverse 190°25′38″ telescope, use face right 269°23′45″ to focus on the reticle of collimator, record the Tilt vertical angle V1.Use F1 up 3′ fine tuning to set the vertical angle [F4] V1-3’,focus reticle center accurately, then turn the instrument counterclockwise 90 °...
Page 304 ○ [Adjust Tilt Y] 6 After finishing, it 342°11′59″ will display the results, 269°29′46″ press [F4](OK), save [F4] and back to menu. Tilt Xk: 33.0859 X0: -55 Note: CoK (linear coefficient): If absolute value > 1.5, you need to re-calibrate; In the correction process by pressing the ESC key, will exit, holding compensator parameters unchanged.
Page 305: Adjust Tilt Zero
[Adjust Tilt Zero] ○ 2 Aim at the same target with [F4] face right, Take reverse! press [F4] (OK). X=-9 Y: 16 ○ 3 Program will ENT->Save show the result [F4] value, press [F4](OK) to save. Note: If there is no special requirement, the compensator should be turned on before Index error correction.
Page 306 “2. （2）In setting mode，“2. Adjust Haxis err Instrument para.” then Instrument HR： 244°06 10 para.” press 【 ENT 】， go to Aim upper tube F1 machine parameter setting menu. Then choose “8. “8. Adjust Adjust H axis Err”. H axis Err” （3）After entering, it will 【...
Page 307: Adjust Collimate Err
（ 6 ） According to the 【 ENT 】 . Adjust Haxis err prompt “F2 down”, let the 【F4】 HR： 244°06 10 reverse scope aim at the Aim down tube F2 target. After the reading is stable, press【ENT】 or 【F4】 to confirm; （...
Page 308 Err” （3）Enter the collimation 【 ENT 】 . Adjust collimate err 【F4】 correction function, and the HR： 244°06 10 prompt displays "Take Take positive positive", then positive scope aim at the target. After the angle value is stable, press【ENT】 or 【F4】...
Page 309: Instrument Constant Setting
9.1.8 Instrument constant setting In Tools Menu, choose “1 Adjust”, and then press [F4] to enter “Const. Setting”. Press [F4](OK) to save after editing the constants. [Const. Setting] Add Const. : Mul. Const.: 9.1.9 Factory setting In Tools Menu, choose “1 Adjust”, and then press [5] to enter “Factory Setting”.
Page 310: Set System Date
[Info.] Inst.No. : 648164 FW. Ver. : V1.0(20151103) EDM.Ver. : F122RL:8.6h Time 13:42:28 Date 2015.11.12 Date Time Upgrade Back System Information 9.2.2 Set System Date In system information window, press [F1] (Date) to enter “Date Setting” window. To set the date, input the new date string that in the format of tips, then press [F4] (OK) to save the new date.
Page 311: Firmware Upgrade
window. To set the time, input the new time string that in the format of tips, then press [F4] (OK) to save the new time. For example: To set time“13:58:30”, input string “135830”, then press [F4] (OK) to save. [Time Setting] Time(24h): 13:58:30 Input as...
Page 312 [FW. Upgrade] Back 2. Connected to the computer through a serial cable, after installing the correct driver premise, open a HyperTerminal software, configure the correct serial port, it will "bits / sec" is set to 115200, "Data Flow Control" is set to "None"...
Page 313 follows: Note: Software upgrade operation must be careful once you select the instrument into the upgrade status; if press "3" in the picture below, you can also resume running the previous program. 4. Press 1 button on the keyboard into waiting to send program state, and then select "send file".
Page 314: Checkout And Calibration
5. Select the new edition total station software, click on "send" button. 6. It will display the sending application process, and then close the super terminal, starting up after removing the instrument battery and then putting in again. The current software is the new version updated previously. 9.3 Checkout and calibration The instrument at the factory has to undergo a rigorous inspection and correction, meeting the quality requirements.
Page 315: Tube Level
9.3.1 Tube level  Checkout Refer to the chapter "Leveling instrument accurately by tube level" of "Setting up the instrument”  Calibration 1. In the calibration, if the leveling bulbs diverge from the center, use the foot spiral which parallels the leveling tube to adjust to make the bubble move half of the distance to the center.
Page 316: Circular Level
9.3.2 Circular level ⚫ Checkout After the level tube calibrated correct, if the circular level bubble also in the center, so there is no need to calibrate ⚫ Calibrtion If the bubbles is not in the center, use the correction needle or six angle wrench to adjust the correction screw which under the bubble to make the buble to the center.
Page 317: The Verticality Of Collimation Axis And Horizontal Axis(2C)
 Calibration First, take down the reticle cover between telescope eyepiece and focusing hand wheel, and you can see four fixed screw of the reticle bed (sees attached figure). Unscrew the three fixed screw evenly with screwdriver, rotate the reticle around collimation axis, to make A point on the vertical line of the reticle.
Page 318 target is within ± 3 ° . Precisely level the instrument and switch on it. Make the telescope focused on target A in face left, and read the horizontal angle. For example: horizontal Angle L = 10° 13 '10". Loosen the vertical and horizontal brake hand wheel, turn the telescope, rotate the alidade to face right and focus on the same target A.
Page 319: Vertical Plate Index Zero Automatic Compensation
Notice: Check the photoelectric coaxiality after calibrating. 9.3.5 Vertical plate index zero automatic compensation  Checkout Set up and level the instrument, make the direction of the telescope consistent with the line between the center of the instrument and any of the foot screw.
Page 320: Vertical Collimation Error (I Angle) And Vertical Collimation Zero Value Setting
vertical plate compensator works normally.  Calibration When you find that instrument compensation is useless or abnormal, it should be sent to the factory for checking. 9.3.6 Vertical collimation error (I Angle) and vertical collimation zero value setting  Checkout Boot after settling and leveling the instrument, focus the telescope on a clear goal A, get the face left reading of vertical Angle L.
Page 321 Set up the instrument to the tripod, draw a cross on a white paper and put it on the ground below the instrument. Adjust the focal length of the optical plummet (for the optical plummet) or switch on laser plummet, move the white paper to make the cross in the center in the field of view (or laser flare).
Page 322: Instrument Additive Constant (K)
Repeat Step 4, check and calibrate until it meet the requirements. With the laser plummet, unbolt the laser cover, using 1 # hex wrench to adjust the three screws, fasten one side and loosen the other side, and adjust the laser flare to point O. Put the cover back in place.
Page 323: The Parallelism Of Collimation Axis And Photoelectricity Axis
after strict inspection, you need to calibrate it, set the instrument additive constant according to the comprehensive constant K value. Such as: the K has been measured as -5 according to the method above, and the original instrument constant is -20,so the new value should be set as -20-(5) =-15; Input-15 through "menu->...
Page 324: No Prism Ranging
If the telescope crosshair center deviates from emission photoelectricity axis center largely, send it to professional repair and calibration department. 9.3.10 No prism ranging The red laser beam is coaxial with the telescope, used for no prism ranging, and it is sent by telescope. If the instrument has been calibrated, red laser beams will coincide with the line of sight.
Page 325: Technical Parameters
10 Technical parameters Configuration Function Unit SLT10 Telescope — Imaging Erect × Magnification — Field of view 1゜30′ Min. target distance Effective aperture 40/50(EDM) Angle measurement(Hz, V) Angle measurement accuracy (″) — Angle measurement method Absolute encoder Minimum reading (″) Distance measurement（IR）...
Page 326 Tilt compensator — Compensation method Biaxial type （′） ±3 Compensation range — Communication port RS232C — U disk interface — Bluetooth Temperature and pressure — sensors Display — Screen Both sides (320*240, Colorful) — Illumination Support Laser Plumb Wavelength 635nm Maximum output power (adjustable): not —...
Page 327 ＜ 2.2 Power Battery capacity 3000 8 （At + 20 ° C, dist once per Working Dist + Angle duration 30s and keep measuring Angle） 1. It means good meteorological conditions (visibility not less than 30km), Target is KODAK CAT NO.E1527795 (90% reflective surface). - 313 -...
Page 328: Attachment A File Transfer Format Description (Local Format)
11 Attachment A File transfer format description (local format) These following examples to instruct exported file format ST001,1.205,AD 100.000,100.000,10.000 BS001,1.800 98.2354,90.2314,10.235 A1,1.800,CODE1 104.662,99.567,10.214 A2,1.800,CODE1 78.3628,92.4612,4.751 A3,1.800,CODE1 63.2349,89.2547 Each record consists of two rows: The information in the first line of which is parsed as: record type, point name, elevation, code Such as: refers to station point...
Page 329 refers that the following data are coordinates with the order “ENZ” refers that the following data are horizontal Angle and vertical Angle and slope distance refers that the following data are horizontal Angle and vertical Angle - 315 -...

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