Hi-Target HTS-420R Manual Download Page 94

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Total Station Manual

93 -

○

5 Start to measure the

second target point. Aim at

the  second  target  point  and
press  [F1](ALL)  or  [F2](DIST)
+  [F3](REC)  to  finishing

measurement.

※

PAGE1

Press

[F1]

[F2] +

[F3]

ALL

[Polygonal]

DIST

REC

↓

偏置模式 :

PT1 : 1

T.H.     :               1.500 m
         :               3.563 m
         :               3.563 m

PT2 : 2

1/3

Find

[Polygonal]

List

Coord.

↓

偏置模式 :

PT1 : 1

T.H.     :               1.500 m
         :               3.563 m
         :               3.563 m

PT2 : 2

2/3

EDM

[Polygonal]

|←

偏置模式 :

PT1 : 1

T.H. : 1.500 m

: 3.563 m

HA : 125°14′53″
VA : 85°35′42″

PT2 : 2

3/3

○

Show the result of

polygonal tie distance.
[NewPt1]: Start a new
polygonal tie distance.
[NewPt2]: This polygonal tie

distance’s  second  point  will
be  the  new  polygonal  tie
distance’s  first  point  and

then go to

○

5 to measure

the new second target point.
[Radia]Radial: Go to Radial
tie distance.

NewPt1

PT1 : 1

NewPt2

Radial

偏置模式 :

12°27′13″

PT2      :                       2
Slope    :                    2.9%
△       :
△       :
△       :
Azimuth  :

+1.232m
-0.562m
+0.362m

※

：

The target points can be measured, selected from the memory, or input using

the keypad.

Summary of Contents for HTS-420R

Page 1: ......

Page 2: ... versionincludingnumber purchasing date and your suggestions to us after the purchasing of the product We will attach great importance to any piece of advice from you We will be very concerned about any detail of our products We will make great efforts to provide better quality Notice Our Company has the right to upgrade and improve the technical parameters of instruments which may not be announce...

Page 3: ...ong distance fast and precise measurements with various materials and different colors of objects such as building walls poles wires cliff wall mountain mud stakes etc For those which are hard or impossible to be reached the application of Prism features can be a good measurement tasks 4 special measurement procedure The series total station is equipped with the basic surveying function as well as...

Page 4: ...ration need to be carefully avoided during the transport process The soft mat May be placed around the box on the long distance transportation 6 It is better to use high quality wooden foot stool to make surethe stability of measurement and improve its accuracy whensetting up the instrument 7 Only use absorbent cotton or lens paper towipe the instrument gentlyIf exposed optical device need to be c...

Page 5: ... When the laser is switched on distance mode do not obstruct optical path or stand near the prism Target at a prismwith total station telescope only Warning It s dangerous to use the Class 3R laser deviceinproperly Prevention Toavoid 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 e...

Page 6: ...plane mirror metal surface window especially the surface of plane mirror and concave mirror Harmful Distance is the maximum distance from the starting point of the laser beams to where people are right safe The built in harmful idstance of the Class 3R Ⅲa laser is 1000m 3300ft and the laser intensity will reduce to that of Class 1 products which does not harm eyes if people is out of this range ...

Page 7: ...Mode 16 7 1 Input characters 17 7 2 Delete characters 18 8 Point Search 19 8 1 Direct search 19 8 2 Wildcard search 22 3 Q Survey 23 1 Notes in the distance measurement 23 2 EDM Setting 25 2 1 Set the mode of EDM 25 2 2 Atomosphere setting 27 2 3 Grid factor setting 30 2 4 EDM signal 32 3 Start measurement 33 3 1 Set HA 33 3 2 Set Station and instrument height 36 3 3 Measurement 37 3 4 Code 38 4 F...

Page 8: ...ually 62 3 Setting the Orientation 63 3 1 Manual input orientation 63 3 2 Set orientation with coordinates 65 4 Starting the Applications 66 5 Surveying 67 5 1 Individual Point 69 5 2 Data 70 6 Stakeout 72 6 1 Set Stakeout Point 72 6 2 Polar Stakeout Mode 76 6 3 Orthogonal to Station Stakeout Mode 79 6 4 Cartesian Stakeout Mode 82 6 5 Polar 85 7 Resection 88 8 Tie Distance 91 8 1 Polygonal 91 8 2 ...

Page 9: ...b 141 1 1 Select a Job 141 1 2 New a Job 142 1 3 Delete a job 144 2 Fix Pt 145 2 1 Search Fix Pt 146 2 2 Add Fix Pt 147 2 3 Edit Fix Pt 148 2 4 Delete Fix Pt 149 3 Meas Pt 150 3 1 View the measurement data 150 3 2 Delete measurement data 151 4 Code 152 4 1 Input Code 152 4 2 View Code 154 4 3 Delete Code 155 5 Memory Statistics 157 7 Data Transfer 158 1 Data Import 158 2 Data Export 160 8 Instrume...

Page 10: ...6 3 3 Telescope reticle 177 3 4 The verticality of collimation axis and horizontal axis 2C 178 3 5 Vertical plate index zero automatic compensation 179 3 6 Vertical collimation error I Angle and vertical collimation zero value setting 179 3 7 Plummet 180 3 8 Instrument additive constant K 181 3 9 The parallelism of collimation axis and photoelectricity axis 181 3 10 No prism ranging 182 10 Technic...

Page 11: ...Total Station Manual 10 1 Name and function of eachpart 1 Name ...

Page 12: ...Total Station Manual 11 ...

Page 13: ...onfirm or commit editing Switch pages Hot key to enter function menu in measuring interface User defined function key 1 User defined function key 2 Move cursor up or goto previous Move cursor down or goto next Move cursor left or goto left Move cursor right or goto right STU GHI 1 9 Entering letters A Z 0 9 Entering number or choose menu item F1 F4 Soft keys to choose screen bottom function ...

Page 14: ...t the battery then set the instrument up Operating reference 1 Centering and levelling 1 Setting up the tripod Extend the tripod legs toprovide a comfortable posture Setting up the tripod over the marked point on the ground and center it 2 Install the instrument on a tripod Place the instrument on the tripod head Fix the instrument on the tripod 3 Leveling instrument roughly by circular level Turn...

Page 15: ...lear open instrument and laser centering if it s a laser centering tool Handle another two unfixed legs and adjust their position through the observation of the optical plummet Make the three legs of the tripod fixed on the ground when the optical plummet is aligned to the station approximately Adjustthree feet screws of total station and keep the optical centering tool or laser centering aiming a...

Page 16: ...ion as soon as possible and replace the 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 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 ...

Page 17: ...nd then fix screw with a screwdriver to screw it out at a fixed lock knob Unload If necessary the triangle base can be removed from the instrument including the same base of reflection prism base connector by loosening the lock knob base fixed screw with a screwdriver and anticlockwise locking button about 180 then separate the instrument from base 6 Adjust telescope objective and aiming target Ai...

Page 18: ... total station can input includes A Z _ Arrow key move inputing cursor PressingENTentersediting pressingENT confirms input after editing When editing distance angle temperature and pressure values that containunit 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 wi...

Page 19: ...nd press key 2 four times display number 2 Then finished text 123ABV2 input A B V 2 123ABV2 B S Clear Digit Q Survey 1 3 Pt T H Code HA VA 1 500 m 13 29 59 90 59 23 10 044 m 4 Press key ENT to finish editing cursor will move down to next input box ENT 123ABV2 ALL DIST REC Q Survey 1 3 Pt T H Code HA VA 1 500 m 13 29 59 90 59 23 10 044 m 7 2 Delete characters Delete or clear input characters Steps ...

Page 20: ...oint search is limited to a particular job If several points meet the search criteria then the results are ordered according to the date 8 1 Direct search By entering an actual point number for example A1 and pressing key SEARCH all points within the selected job and with the corresponding point number are found Here is an example for searching fix point in function Set STA Steps Key Display 1 Cho...

Page 21: ...g arrow key to move cursor and select point number Press key F1 to show the coordinate details of selected point F1 View Coord Job DEFAULT Pt A1 X 0 000 m Y 0 000 m Z 0 000 m Date 2015 05 15 OK 4 Press ESC or F4 back to previous screen ESC F4 Find Pt 1 5 A1 Station View Job OK A1 Station A1 Meas PT A1 Meas PT A1 Fix Pt Coord Coord Input point manually 3 If required point not exists in the job user...

Page 22: ... another job s points 3 If required point not exists in the job user can choose another job s points F3 1 Job Zero Find Find Pt Job Pt JOB1 Select job or input coord Coord 4 Entering job list by pressing key F1 choose the particular job and press ENT or F4 to commitchoosing F1 F4 ENT View New OK Select Job JOB1 JOB2 JOB3 JOB4 5 Entering searching point number If using input point press key F2 Zero...

Page 23: ...o search for a batch of points Examples All points are found A All points with exactly the point number A are found A All points containing A are found for example A1 A2 1A Steps For example Steps Key Display 1 Choosing Survey in application menu then choose function Set STA Entering pressing ENT to finish input then pressing F1 to search F1 Set STA Input STA PT Station Find List Coord 2 In search...

Page 24: ...surements to strongly reflecting targets such as to traffic lights in Reflector EDM mode without prism should be avoided The measured distances may be wrong or inaccurate When a distance measurement is triggered the EDM measures to the object which is in the beam path at that moment If e g people cars animals swaying branches etc cross the laser beam while a measurement is being taken a fraction o...

Page 25: ...on point may not be with the crosshair sighting points coincide It is recommended that the user accurately adjust to ensure that is consistent with laser beam collimation Please refer to 20 10 NO Prism Ranging in the Chapter 9 Don t use two instruments to measure the same target at the same time Red light cooperates with reflective pieces to measure distance Laster can also be used to measure dist...

Page 26: ...time you press or the mode of measurement is switched EDM Setting EDM Mode Reflector Non Prism P C 0 mm OK Single ATOMS Pointer 3 After finishing setting press F3 OK to return the function of Q Surveying If you want to cancel the settings press ESC to ignore the changes F3 Setting Saved Set the reflector type Our series total station can be set up for the red laser RL range and invisible infrared ...

Page 27: ...itched EDM Setting EDM Mode Single Reflector P C 0 mm OK Non Prism ATOMS Pointer 3 After finished setting press F3 OK to return the function of Q Surveying If you want to cancel the settings press ESC to ignore the changes F3 1 ALL Code EDM Q Survey 1 3 Pt T H Code HA VA 1 500 m 13 29 59 90 59 23 Set up the Reflecting Prism Constant As a prism is selected as a reflector a prism constant should be ...

Page 28: ...ou want to cancel the settings press ESC to ignore the changes F3 1 ALL Code EDM Q Survey 1 3 Pt T H Code HA VA 1 500 m 13 29 59 90 59 23 1 Prism constant you enter is effective only when the reflector mode isPrism 2 The range of Prism constant value 99mm 99mm 2 2 Atomosphere setting Refraction When measuring horizontal distance and elevation our instrument corrects the atmospheric refraction and ...

Page 29: ...OK 20 0 1013 hPa 0 0 PPM 0 00 PPM 0 3 After finished setting press F4 OK to save settins and back to previous menu If you want to cancel the settings press ESC to ignore the changes F4 EDM Setting EDM Mode Reflector Prism P C 30 0 mm OK Single ATOMS Pointer Atmospheric Correction When measuring distance the measured value will be influenced by the atmosphere In order to reduce the influence a atmo...

Page 30: ...ent settings Atomspheric Data Temp Press PPM Refraction OK 20 1013 hPa 5 6 PPM 0 00 PPM 0 3 Input the value of temperature example Enter 26 and press the key of ENT The cursor moves to the setting item of Press ENT Atomspheric Data Temp Press PPM Refraction OK 26 1013 hPa 5 6 PPM 0 00 PPM 0 4 Input the value of atmospheric pressure example Enter 1020 hPa and press the key of ENT Program calculates...

Page 31: ... supports temperature pressure sensor you can press F2 to receive the values of air pressure temperature and calculate the correction valueautomatically 2 3 Grid factor setting When calculating the coordinates the horizontal distance measured must multiply by the scale factor Computation formula 1 Altitude factor R R ELEV R The average radius of earth ELEV mean sea level altitude 2 Scale factor Sc...

Page 32: ... C Grid Signal Single Prism 30 0 mm 2 Interface displays the current setting Enter the values of Scale and Altitude then press the key of ENT Program calculates the Grid Scale and displays it in the interface If you want to set all enter area to 0 you can set the key of F1 Reset ENT Grid Scale Scale Altitude Grid Scale Reset OK 1 0000 0 000 m 1 0000 3 After finished setting press F4 OK to save set...

Page 33: ...he key of F4 to enter the second page of soft key then press te key of F2 Signal to enter the function of Signal intensity F4 F2 EDM Setting EDM Mode Reflector P C Grid Signal Single Prism 30 0 mm 2 Using the bar chart and value of number to show the intensity of signal received by total station in the screen As shown in the picture on the right EDM Signal Strength Back 50 3 Press F1 or ESC to bac...

Page 34: ...044 m A1 ALL Code EDM Q Survey 2 3 Pt T H Code HA 1 500 m 13 29 59 0 173 m 10 110 m A1 Zero Q Survey 3 3 Pt T H Code N E Z 1 500 m 9 829 m 2 360 m 0 275 m Station SetHA 3 1 Set HA You can set the horizontal angle as 0 or set it as wanted angle Set horizontal angle to 0 Steps Key Display 1 Aim at the target which used to orient Press F4 twice to enter third pages soft key F4 F4 A1 ALL DIST REC Q Su...

Page 35: ... 1 500 m 0 00 00 90 59 23 Station SetHA Set HA Steps Key Display 1 Aim at the target which used to orient Press F4 twice to enter third pages soft key F4 F4 A1 ALL DIST REC Q Survey 1 3 Pt T H Code HA VA 1 500 m 13 29 59 90 59 23 ALL Code EDM Zero Station SetHA 2 Press F3 SetHA to enter the interface of SetHA Screen displays the current value of HA A If want the current value of HA as the orientat...

Page 36: ...to 0 press F1 Zero and the value in the edit text of HA becomes 0 00 00 Then press the key of F4 OK F4 F1 F4 Zero OK SetHA HA 359 39 01 B Input angle Zero OK SetHA HA 121 20 30 C Zero Zero OK SetHA HA 0 00 00 3 Back to the function of Q Survey the value of HA just set displays in the interface Here take an example of setting HA to zero F4 F1 A1 Zero Q Survey 1 3 Pt T H Code HA VA 1 500 m 0 00 00 9...

Page 37: ... enter third pages soft key F4 F4 F2 A1 ALL DIST REC Q Survey 1 3 Pt T H Code HA VA 1 500 m 13 29 59 90 59 23 ALL Code EDM Zero Station SetHA 2 Press F1 Station to enter the interface of Enter STA Enter the name of station the instrument height and coordinates After entering each item move the cursor to the next edit text F1 OK Input STA X0 N0 Y0 E0 Z0 H0 0 000 m 0 000 m 0 000 m Station DEFAULT IH...

Page 38: ... Survey 1 3 Pt T H Code HA VA 1 500 m 0 00 00 90 59 23 2 Aim at the center of prism press F1 ALL or F2 DIST F3 REC to start to measure and record the measurement data The measurement data including angle data distance data and coordinatedata You can press PAGE to view F1 or F2 F3 A1 ALL DIST REC Q Survey 1 3 Pt T H Code HA VA 1 500 m 0 00 00 90 59 23 10 011 m 3 After finishing measuring a point pr...

Page 39: ...the code library it will extract the information of code in the code library to record at the same time Steps Key Display 1 Move the cursor to the line of Code A2 ALL DIST REC Q Survey 1 3 Pt T H Code HA VA 1 500 m 0 00 00 90 59 23 2 Enter code and press ENT to make sure The entered code here will not be added to the code library Input code ENT A2 ALL DIST REC Q Survey 1 3 Pt T H Code HA VA 1 500 ...

Page 40: ...e The name of code Note The additional note 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 OK Select the curre...

Page 41: ...t F2 Free Coding 5 6 8 7 2 3 F1 Function F2 F3 F1 Unit Setting F3 EDM Tracking F2 Main Setting 9 01 02 3 3 You can open Function menu to select the function you want to use you can also define the function which on the Function menu to the key of USER1 or USER2 then press the key of USER1 or USER2 to use these functions 1 Level When the compensator is on Compensator can compensate to the tilt caus...

Page 42: ...ated offset point d1 Length offset postive d1 Length offset negative d2 Trav offset positive d2 Trav offset negative P0 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 Combining the information of measuring point p1 can calculate the dist...

Page 43: ...on of measurement point 2 2 Cylinder Offset N P0 Hz1 d P1 R R Hz2 P0 Instrument station P1 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 d Distance to the object in the middle between Hz1 and Hz2 R Radius of cylinder α Azimuth from Hz1 to Hz2 α As for the not intervisible cylinders y...

Page 44: ...t the left edge of cylinder press F1 to make sure the angel of Hz Left turn the instrument to aim at the right edge of cylinder and press F2 to make sure the angle of Hz Right F1 F2 Hz Left Cylinder Offset Hz Right ALL Hz Left Hz Right Hz Prism OFS 偏置模式 125 36 25 88 45 46 1 45 46 偏置模式 0 000 m 0 000 m 1 DIST REC EDM 4 Turn the instrument to make Hz 0 if use the prism please input the thickness of p...

Page 45: ...e concentric circles whose center is station point then measuren 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 Set the measurement point P in the place where is as far as possible to close the left or right of target point C and make the distance between measurement point P and stati...

Page 46: ... Offst OK HA VA 89 51 16 12 35 45 偏置模式 Pt 12 235 m T H 1 1 55 m 1 4 Aim at the target point and press F4 to make sure the direction of target point next enter the program that displaying the result of angle measurement F4 DIST Angle Offset OK HA VA 123 36 32 12 35 45 偏置模式 Pt 12 235 m T H 1 1 55 m 1 5 Display the result of angle Offset Done Angle Offset New X Y Z 偏置模式 Pt 2 348 m Note 1 2 4 465 m 5 ...

Page 47: ...or 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 You can receive the coordinate of target point by calling the points in the file or through the keyboard to input you can observe 5 fixpoints height at most and to ...

Page 48: ...nd meas Pt m T H 1 200 m Z m 1 2 Press F4 twice and display the third page of soft keys press F2 IH to enter the function of setting instrument height inputing the current instrument height and press F4 to back to the function of Height Transfer interface F4 F4 F2 F4 ALL Height Transfer 1 DIST REC 偏置模式 Find List Coord EDM IH View Select target and meas Pt m T H 1 200 m Z m 1 Back Height Transfer O...

Page 49: ... T H 1 200 m Z 2 500 m 1 A List View Find Pt 1 50 Coord Job OK STN1 Station 200007 Meas PT 200008 Meas PT 100 Fix Pt 偏置模式偏置模式 DEFAULT Station B Input the name of point and press F1 View to view the point whether exists in the file or not If exists you can call it otherwise you need to input or measure the coordinate of the point F1 View F4 OK B Search point View Find Pt 1 3 Coord Job OK 1 Meas PT...

Page 50: ...ack to back to measure the current point again Press F4 OK to enter the interface of Set STA HO PAGE Add PT Height Transfer Result 1 2 Back OK 偏置模式 Station STN Z0 H0 0 781 m PT NUM 1 Correc 0 000 m Add PT Height Transfer Result 2 2 Back OK 偏置模式 Station STN Y0 E0 0 081 m X0 N0 0 081 m PT NUM 1 Z0 H0 0 081 m Errors 0 000 m 6 Pressing F1 to back to the interface of Height Transfer Result Press F2 to ...

Page 51: ... using mathematical methods to calculate the coordinate of hidden point on the other side of the measuring rod Steps Key Display 1 In the program of Q Survey press FNC to enter the menu of Function then pressing PAGE to open the second page of Function and then pressing F1 to enter the function of hidden point measurement F1 F1 Function F2 F3 F4 F1 Hidden Point F3 Laser F4 Light F2 Free Coding 5 6...

Page 52: ... target 1 12 235 m Pt 1 1 5 Aim at the second prism and press F1 to finish the second prism s measurement Start to calculate the information of hidden point now If the error is beyond the set value enter the step 6 of giving a prompt of error otherwise enter step 7 to display the result of hidden point measurement F1 or F2 F3 ALL Hidden Point DIST REC ROD ED HA VA 偏置模式 89 51 16 12 35 45 偏置模式 Meas ...

Page 53: ...Measurement 3 4 Code 7 Laser Pointer Open or close the laser fastly Laser pointer switched F1 Function F2 F3 F4 F1 Hidden Point F3 Laser F4 Light F2 Free Coding 5 6 8 7 F3 2 3 8 Light Turn on or off the light of instrument screen fastly F1 Function F2 F3 F4 F1 Hidden Point F3 Laser F4 Light F2 Free Coding 5 6 8 7 2 3 Open the second page of Function Menu and press F4 to turn on or off the Light ...

Page 54: ...fter 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 10 Main Setting Open the settings about instrument s hardware the specific items as follows Reset Light Contrast Trigger Key User Key1 User Key2 Tilt Sector Beep F1 Function F2 F3 F1 Unit Setting F3 EDM Tracking F2 Main Setting 9 01 02 F2 Off Hig...

Page 55: ...pen or close the mode of EDM Tracking fastly EDM Tracking On EDM Tracking Off F1 Function F2 F3 F1 Unit Setting F3 EDM Tracking F2 Main Setting 9 01 02 3 3 Open the thied page of Function Menu press F3 to open or close the mode of EDM tracking ...

Page 56: ...rt 4 F1 F2 F3 F4 Setting has been done Setting has not been done The details of every setting are as follows 1 Setting the Job The measured data and fix data are saved in the jobs which are shown as childdirectories The job contains different types of data such as fix points measured points station points codes etc The datas in the job can be read edited and deleted 1 1 Create a new Job Steps Key ...

Page 57: ...or Down key Then press F4 OK to confirm A Local Disk B SD Card Select Disk B SD Card Prop OK A Local Disk 4 Continue to show New Job screen Input the new job s name operator etc Press ENT to finish one input item and thecursor moves to the next input itemautomaticallyat the same time 1 Input job s data ENT New Job Job Operator Note1 Note2 date 20150515 Time 14 10 20 Back OK JOB1 5 Press F4 OK to c...

Page 58: ...s F1 in the Pre Settings screen Then enter the Set Job function F1 Surveying F1 Set Job 1 F2 Set STA 2 F3 Set B S 3 F4 Start 4 F1 F2 F3 F4 2 Press F1 List to enter Job list screen F1 Set Job Job DEFAULT Operator Date 20150515 Time 14 10 20 List New OK 3 All the existing jobs including that stored on SD Card and will be shown as a list The current job is marked with a Select the target job through ...

Page 59: ...se it will cause the SDCard sdata loss or damage All measureddatas 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 2 Setting the Station Every target coordinate s calculation is related to the position of the station The station coordinat...

Page 60: ...e ENT Set STA Input STA PT Station A1 Find List Coord 3 Press F1 Find A If the input name exists in the current job there will show the screenas shown on the right figure The multiple points with the same name will be sorted by type B If the input name doesn t exist in the current job the program prompts the message Pt not found Then enter the Find Pt screen There can also select point from other ...

Page 61: ... Coord Job DEFAULT Pt N E 0 000 m Z 0 000 m Back OK 121 0 000 m 4 Enter input instrument height screen Input the instrument height and press ENT to confirm Then press F4 OK to save and set the station informations Press ESC then back to previous screen Continue to set the coordinates of station Input instru ment height ENT F4 Set STA Input I H IH 1 400 m Back OK 5 Back to Pre Settings screen The s...

Page 62: ...list all the fix points and measured points of the current job Find Pt 1 5 DEFAULT Station View Job OK STN1 Station 200007 Meas PT 200008 Meas PT 100 Target PT Coord 4 Select the needed point through Up and Down key View Show the informations of this point Coord Input the coordinate datas manually Job Select datas from another job View View Coord Job DEFAULT Pt 121 X 0 000 m Y 0 000 m Z 0 000 m Da...

Page 63: ...t the coordinates manually Steps 1 Press Coord enter input coordinate screen 2 Input the point name and coordinates 3 OK Save the station coordinates And then input the instrument height Steps Key Display 2 Press F3 Coord in the Set STA screen F3 Set STA Input STA PT Station A1 Find List Coord 3 Input the point name and the point s coordinates After inputting one item the curser will move to next ...

Page 64: ...ut I H IH 1 400 m Back OK 6 Back to Pre Settings screen The setting items that have been made are marked with Surveying F1 Set Job 1 F2 Set STA 2 F3 Set B S 3 F4 Start 4 F1 F2 F3 F4 3 Setting the Orientation The orientation can be input manually or determined from points that are either measured orselected from the memory 3 1 Manual input orientation Steps 1 Press F1 and enter manual input screen ...

Page 65: ... input the azimuth prism height and backsight point name Press ENT after finishing every input Input horizontal angle ENT Angle Setting Azimuth T H BS PT Aim BS Then ALL REC ALL REC Zero EDM 50 00 00 1 500 m DEFAULT1 4 Press F1 ALL to start measuring and set the orientation REC Press this key to finish setting orientation without measurement Zero Set the azimuth as 0 F1 BS SET 5 Back to Pre Settin...

Page 66: ...Display 1 Press F2 to select Coordinate to Set orientation with coordinates F2 Set B S F1 Angle Setting 1 F2 Coordinates 2 F1 F2 2 Find select or input the backsight point coordinates and then go to the Meas BS screen Find select or input the backsight point Set BS Input BS PT BS PT DEFAULT1 Find List Coord 3 Aim backsight point and then press ENT Press F1 ALL or press F2 DIST and F3 REC to start ...

Page 67: ... m HA 45 00 00 10 000 m Z 1 726 m 1 500 ALL DIST REC EDM 4 Back to Pre Settings screen The setting items that have been made are marked with Surveying F1 Set Job 1 F2 Set STA 2 F3 Set B S 3 F4 Start 4 F1 F2 F3 F4 4 Starting the Applications The preset applications covers a wide range of measurement tasks That makes the daily field measurementeasier and faster The all applications can be selected t...

Page 68: ...an application 5 Surveying Compared with the Q Suveying Surveying has different guides in setting station and set orientation Operation Must first finish seting the station and orientation Steps Key Display 1 After finishing setting the job setting the station and setting the orientation press F4 to start the application in the Pre Setting menu F4 Surveying F1 Set Job 1 F2 Set STA 2 F3 Set B S 3 F...

Page 69: ... 59 23 4 Press F1 ALL or press F2 DIST and F3 REC to start measuring and record the measured data This data contains angle distance and coordinates Press PAGE to switch the display mode of the data F1 or F2 F3 1 ALL DIST REC Surveying 1 3 Pt T H Code HA VA 1 500 m 13 29 59 90 59 23 5 After finishing measuring one point the point name automatic plus one Press F1 ALL or press F2 DIST and F3 REC to c...

Page 70: ...ST REC Surveying 1 3 Pt T H Code HA VA 1 500 m 13 29 59 90 59 23 ALL Code EDM ALL Data IndivPt 2 Press F2 IndivPt to start measuring individual point function F2 2 ALL Data Surveying 1 3 IndivPt T H Code HA VA 1 500 m 13 29 59 90 59 23 IndivPt 3 Input the individual point s name and prism height and press ENT to move the cursor to next input item If needed input the code Input point name prism hei...

Page 71: ... to display the consecutive point name 2 ALL Data Surveying 1 3 IndivPt T H Code HA VA 1 500 m 13 29 59 90 59 23 IndivPt 5 2 Data Data Look over the measured datas which are saved in current job Steps Key Display 1 Press F4 twice to display the last page of soft keys F4 1 ALL DIST REC Surveying 1 3 Pt T H Code HA VA 1 500 m 13 29 59 90 59 23 ALL Code EDM ALL Data IndivPt 2 Press F3 Data to start v...

Page 72: ...red Point screen Press PAGE to turn the page and look over all data field of this point Press direction key and to browse the last or next measured point Delete Delete this point data Search Back to the Find Point screen PAGE View Meas Pt 1 28 Pt 6 Job DEFAULT Type Meas HA 226 43 06 VA 89 26 11 Date 2015 05 23 Delete Search View Meas Pt 1 28 Pt 6 3 009 m 3 456 m 1 718 m T H 1 000 m Time 10 54 16 D...

Page 73: ...ix point 5 Start staking out There are three ways to choose Polar Stakeout mode Orthogonal to StationStakeout mode Cartesian Stakeoutmode 6 1 Set Stakeout Point Extractecoordinates from job Steps Key Display 1 After finishing setting the job setting the station and setting the orientation press F4 to startstaking out in the Pre Setting menu 1 F4 Stakeout F1 Set Job 1 F2 Set STA 2 F3 Set B S 3 F4 S...

Page 74: ...eas PT B3 Meas PT B4 Meas PT A12 Job Zero Coord Find Find Pt Job Pt DEFAULT Select job or input coord 4 After finishing setting stakeout point start staking out ALL DIST REC Stakeout 1 3 Search Pt T H Hz 5 1 500 m 13 29 60 0 108 m 0 175 m 1 The settings of job station and orientation have been elaborated in detailIn the previous chapters here is no longer repeat Refer tochapters Setting The Job Se...

Page 75: ...M View Polar SO PT Coord ALL DIST REC Stakeout 1 3 Search Pt T H Hz 5 1 500 m 13 29 60 2 Press F3 Coord to go to Input Coord Screen Input point name and coordinate of the stakeout point After input one item the curser will move to next input item F3 Input point name and coordinates ENT Input Coord Job DEFAULT Pt N E 0 000 m Z 0 000 m Back OK 5 0 000 m 3 After finishing inputs press F4 OK to save t...

Page 76: ... Input data screen Input the coordinates of stakeout point After input one item the curser will move to next input item F2 Input point name and coordinates ENT 0 000 m Zero OK SO Input data N E Z 0 000 m 0 000 m 3 After finishing inputs press F4 OK to save the data And then back to Stakeout screen Start to stakeout the input point The program will name this point DEFAULT automatically 1 ALL DIST R...

Page 77: ...is positive Difference in horizontal distance If the measured point is farther than stakeout point the value is positive Difference in height If the measured point is higher than stakeout point the value is positive Steps Key Display 1 Set all the points that are readied to stake out Select one stakeout point through search the point name in the job ALL DIST REC Stakeout 1 3 Search Pt T H Hz 5 1 5...

Page 78: ...ut 1 3 Search Pt T H Hz 5 2 000 m 63 56 37 2 481 m 1 331 m 4 Turn the instrument telescope to make the Hz equal 0 00 00 and command the staff to move the prism at the same time Arrows Meaning Look forward from station and move the prism to the left Look forward from statioand move the prism to the right ALL DIST REC Stakeout 1 3 Search Pt T H Hz 5 2 000 m 0 00 00 2 534 m 1 309 m 5 While the Hz equ...

Page 79: ...ng Measurement the calculation of the differences between measured point and stakeout point can be displayedin real time and convenient ALL DIST REC Stakeout 1 3 Search Pt T H Hz 5 2 000 m 0 00 00 0 000 m 0 309 m 7 It means the current prism position is effective stakeout point while both the Hz and are 0 Display as dig or fill data The value expresses the depth of needed to dig The value expresse...

Page 80: ...ifferencesin theOrthogonal to StationStakeout 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 Steps Key Display 1 Press PAGE to show Orthogonal to StationStakeout Mode in page 2 3 Set the stak...

Page 81: ... of the prism need to move F2 ALL DIST REC Stakeout 2 3 Search Pt T H Length Trav Z H 6 1 800 m 12 764 m 5 052 m 1 320 m 4 Move the prism according to the direction of the arrow to make the value of ΔLength equal 0m Arrows Meaning Move the prism close to the station Move the prism far away the station In the process of staking out if using the Repeat Measurement or Tracking Measurement the calcula...

Page 82: ...t T H Length Trav Z H 6 1 800 m 0 000 m 0 000 m 0 780 m 6 It means the current prism position is effective stakeout point while both the Length and Trav are 0 Z H Display as dig or fill data The value expresses the depth of needed to dig The value expresses the height of needed to fill ALL DIST REC Stakeout 2 3 Search Pt T H Length Trav Z H 6 1 800 m 0 000 m 0 000 m 0 780 m 8 Now itfinishes stakin...

Page 83: ...ode 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 Key Display 1 Press PAGE to show Cartesian Stakeout Mode in page 3 3 Set the stakeout point The stakeout point can be found in the job through inputting point name in the search item PAGE ALL DIST REC Stakeout 3 3 Search Pt T H Y...

Page 84: ...g the East direction to make the value of Y E equal 0m Y E is positive The stakeout point is in the right side of measured point Move the prism to right Y E is negative The stakeout point is in the left side of measured point Move the prism to left ALL DIST REC Stakeout 3 3 Search Pt T H Y E X N Z H 5 2 000 m 0 000 m 0 504 m 1 299 m 5 Move the prism along the North direction to make the value of X...

Page 85: ...osition is effective stakeout point while both the Y E and X N are 0 Z H Display as dig or fill data Z H is positive The value expresses the depth of needed to dig Z H is negative The value expresses the height of needed to fill ALL DIST REC Stakeout 3 3 Search Pt T H Y E X N Z H 5 2 000 m 0 000 m 0 000 m 1 209 m 8 Now itfinishes staking out a point Repeat the previous steps to stake out next poin...

Page 86: ...r SO PT Coord ALL DIST REC Stakeout 1 3 Search Pt T H Hz 5 1 500 m 13 29 60 2 Press F1 Polar to show the dialog as shown in figure F1 OK Polar Stakeout Pt Azimuth 3 Input the stakeout point s name azimuth and horizontal distance Press ENT to confirm every input and move the cursor to next input item Press F4 OK to go to Polar Stakeout screen after finishing all inputs 1 Input point name azimuth an...

Page 87: ...nt Move the prism to left Hz is negative The stakeout point is in the right side of measured point Move the prism to right New DIST REC Back Polar Stakeout Pt Hz P001 39 15 12 6 132 m 6 Set and aim at the prism in the direction of Hz 0 00 00 Press F2 DIST to start measuring and calculate the differences between measured point and stakeout point is positive The stakeout point is is closer to the st...

Page 88: ...easurement the calculation of the differences between measurement point and stakeout point can be displayedin real time and convenient New DIST REC Back Polar Stakeout Pt Hz P001 0 00 00 0 000 m 8 Now itfinishes staking out a point Repeat the previous steps 2 7 to stake out next point OK Polar Stakeout Pt Azimuth 1 The inputs of polar coordinate data won t be saved to job ...

Page 89: ...ndow press F3 or number key 3 to enter the Resection application F3 Program 1 2 F1 F2 F3 F4 F1 Surveying 1 F2 Stakeout 2 F3 Resection 3 F4 Tie Distance 4 2 Press F1 in the Resection window to set the job F1 Resection F1 Set Job F2 Set Error Limits F4 Start F1 F2 F4 3 In Set Job window press F1 List to select a job in memory or press F2 New to new a job Then press F4 OK to next step F4 Set Job Job ...

Page 90: ...station name and the instrument high Then press F4 OK go to next step F4 Input name and IH ENT F4 1 000 m OK Resection Station IH DEFAULT Station 7 Set the first known point and input prism high 1 The title bar will display the number of known points in the current setting 1 500 m Find List OK Resection Target PT 1 T H 1 Pt 8 Turn the instrument telescope aimed at first point and press F1 to finis...

Page 91: ...new known point measurement Press F2 errors to display standard deviation Press F4 OK to set the station coordinate and instrument height ALL Resection Obserrve HA VA 177 55 56 89 15 12 16 132 m Pt 1 T H 1 500 m NEXT PT Result Press F3 Result to enter the Station Coordinate to view result Back Errors OK Station Coordinate Y0 E0 X0 N0 Z0 H0 7 422 m 10 628 m 1 464 m Station DEFAULT IH 1 000 m Displa...

Page 92: ...ygonal P1 P2 P2 P3 P3 P4 Radial P1 P2 P1 P3 P1 P4 Start Tie Distance application through Main Menu Program Tie Distance 8 1 Polygonal N P0 P1 P2 P3 P4 P5 α1 α2 α3 α4 While Polygonal tie distance measuring continuous points the new tie distance s first point will usethethe previous one tie distance s second point P1 P2 P2 P3 P3 P4 Steps Key Display 1 Press F4 in the Program Menu to go to Tie Distan...

Page 93: ... Polygonal tie distance F1 F1 Tie Distance F2 偏置模式 F1 Polygonal F2 Radial 1 2 4 Start to measure the first target point Aim at the first target point and press F1 ALL or F2 DIST F3 REC to finishing measurement 1 PAGE1 Press F1 or F2 F3 ALL Polygonal DIST REC 偏置模式偏置模式 PT1 T H 1 500 m 3 563 m 3 563 m 1 1 3 1 Find Polygonal List Coord 偏置模式偏置模式 PT1 T H 1 500 m 3 563 m 3 563 m 1 1 2 3 EDM Polygonal 偏...

Page 94: ... 3 EDM Polygonal 偏置模式偏置模式 PT1 1 T H 1 500 m 3 563 m HA 125 14 53 VA 85 35 42 PT2 2 1 2 3 3 6 Show the result of polygonal tie distance NewPt1 Start a new polygonal tie distance NewPt2 This polygonal tie distance s second point will be the new polygonal tie distance s first point and then go to 5 to measure the new second target point Radia Radial Go to Radial tie distance NewPt1 PT1 1 NewPt2 Radi...

Page 95: ...oint P1 P2 P1 P3 P1 P4 Steps Key Display 1 Press F4 in the Program Menu to go to Tie Distance application F4 F1 Program F2 F3 F4 F1 Surveying F3 Resection F4 Tie Distance F2 Stakeout 1 2 4 3 1 2 2 After finishing setting job station and orientation press F4 in the Pre Setting menu to go to Select Tie Distance Mode screen F4 F1 Tie Distance F2 F3 F4 偏置模式偏置模式 F1 Set Job 1 F2 Set STA 2 F3 Set B S 3 ...

Page 96: ...ss F1 or F2 F3 ALL NewPt1 DIST REC 偏置模式偏置模式 PT1 T H 1 500 m 3 563 m 3 563 m 1 1 3 1 Find NewPt1 List Coord 偏置模式偏置模式 PT1 T H 1 500 m 3 563 m 3 563 m 1 1 2 3 EDM NewPt1 偏置模式偏置模式 PT1 T H 1 500 m 3 563 m HA 125 14 53 VA 85 35 42 1 1 3 3 5 Start to measure the first target point Aim at the first target point and press F1 ALL or F2 DIST F3 REC to finishing measurement 1 PAGE1 Press F1 or F2 F3 ALL Ne...

Page 97: ...ance NewPt1 Start a new Radial tie distance NewPt2 This Radial tie distance s first point continues to be the new polygonal tie distance s first point and then go to 5 to measure the new second target point Polygonal Radial Go to Polygonal tie distance NewPt1 PT1 1 NewPt2 偏置模式 12 27 13 PT2 2 Slope 2 9 Azimuth 1 232m 0 562m 0 362m Polygonal 1 The target points can be measured selected from the memo...

Page 98: ...o the horizontal plane 2D S P0 P1 P2 P3 P4 P5 a Figure 9 1 Area Diagram P0 Instrument Point P1 Start Target Point P1 P5 Target Point a Perimeter polygonal length from start point to the current measure point S Calculated area always closed to the start point P1 projected onto the horizontal plane Steps Key Display 1 Select Program from the Main Menu window then press PAGE switch to second program ...

Page 99: ...nt for area calculation Input point name and prism height F1 or F1 F2 A Get the target point by measure ALL Area EDM Result Pt T H 1 500 m PT Count 0 Area 0 000 sqm 1 1 DIST REC Find List Coord Dec PT B Press F4 twice then press F1 List in Area screen use the key to select the point in the point list for traverse calculation then press F4 OK to be selected F4 F4 F1 List F4 OK B Select the point by...

Page 100: ...ugh keyboard Input Coord Job DEFAULT Pt X 0 000 m Y 0 000 m Z 0 000 m Back OK DEFAULT 4 Set other target point as described above four ways The area result will be calculated and showed at Area field automatically when there are more than 3 target points be set in application ALL Area EDM Result Pt T H 1 500 m 12 256 m PT Count 3 Area 12 362 sqm 4 1 5 Press F4 twice then press F3 Dec PT to undo se...

Page 101: ... Press ESC to exit the Area application In all of the above operation press ESC to return to the previous screen 10 Remote Height Remote Height is an application used to measure the height to the target such as electriccable bridge etc where can t be set prism α P0 P1 P2 d P0 Instrument station P1 Base point P2 Remote point d Height difference from P1 to P2 S S Slope distance α Vertical angle betw...

Page 102: ... F4 F1 Remote Height F2 F3 F4 偏置模式偏置模式 F1 Set Job 1 F2 Set STA 2 F3 Set B S 3 F4 Start 4 3 Move the prism just standing below the remote point then aim at the prism after input the prism high and press F1 ALL or F2 F3 DIST REC to finish the base point measuring Then enter the REM PT window F1 or F2 F3 ALL Base Pt DIST REC T H 偏置模式 Aim and meas base PT 4 082 m Base Pt 1 500 m 1 1 EDM H T 4 Turn th...

Page 103: ...ress PAGE switch to second program list and press F2 or number key 6 to enter the Area application PAGE F2 or 6 F1 Program F2 F3 F4 F1 Area F3 COGO F4 Road F2 Remote Height 5 6 8 7 2 2 2 After finishing the pre settings know more details at the beginning of chapter 5 press F4 to enter the Base Pt window to start Remote Height app F4 F1 Remote Height F2 F3 F4 偏置模式偏置模式 F1 Set Job 1 F2 Set STA 2 F3 ...

Page 104: ...the instrument telescope aimed at remote point and press F4 to finish current remote point measuring Press F1 to re set the base point F4 Base Pt REM PT OK REM PT 偏置模式 Aim and meas target 2 430 m Base Pt 4 082 m 1 Z 2 3 849 m 1 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 ...

Page 105: ...2 Negative offset to the left Unknown P1 COGO point without offset P2 COGO point with negative offset P3 COGO point with positive offset Steps Key Display 1 Select Program from the Main Menu window then press PAGE switch to second program list and press F1 or number key 7 to enter the COGO application PAGE F2 or 7 F1 Program F2 F3 F4 F1 Area F3 COGO F4 Road F2 Remote Height 5 6 8 7 2 2 ...

Page 106: ...ation F1 or 1 F2 or 2 F1 COGO Menu F2 F3 F4 偏置模式偏置模式 F1 Traverse Inverse 1 F2 Intersection 2 F3 Offsets 3 F4 Extension 4 F1 Traverse Inverse F2 偏置模式偏置模式 F1 Inverse 1 F2 Traverse 2 4 There are four ways to get the known point for traverse calculation A Input the name of known point in Pt field in Traverse screen and press F1 Meas entry the COGO Meas Input prism height in Input point name F1 Meas ...

Page 107: ...y Find Pt 1 50 DEFAULT Station View Coord Job OK STN1 Station 200007 Meas PT 200008 Meas PT 100 Fix Pt C Input the name of known point and press F3 Find to find whether the point is in memory if exist then press F4 OK to be selected for calculating if not exist then need to input or measure the point Input name F3 Find F4 OK C Input the name of the point and find whether it is in memory Find Pt 1 ...

Page 108: ... 8 AZ 10 536 m Transverse 8 361 m 6 Input the name of result point in the Traverse Result and press F4 REC to save the point F4 REC Traverse Result REC Pt 10 N 6 369 m E 3 536 m In all of the above operation press ESC to return to the previous screen The result point is plane data 11 2 Inverse Use the inverse subapplication to calculate the distance direction height difference between two known po...

Page 109: ... F2 Traverse 2 2 There are four ways to get the known point for inverse calculation A Input the name of known point in Pt field in Traverse screen and press F1 Meas entry the COGO Meas Input prism height in the T H field on COGO Meas then aim the prism and press F1 ALL or F2 DIST F3 REC to measuring and saving the point for inverse calculation Input point name F1 Meas F1 ALL Or F2 DIST F3 REC A Ge...

Page 110: ... press F4 OK to be selected for calculating if not exist then need to input or measure the point Input name F3 Find F4 OK C Input the name of the point and find whether it is in memory Find Pt 1 3 1 Station View Coord Job OK 1 Meas PT 1 Fix Pt D Press F2 Coord to input a known point that not exist in memory F2 Coord Input Coord F4 OK D Input the point through keyboard Input Coord Job DEFAULT Pt X ...

Page 111: ...3 In all of the above operation press ESC to return to the previousmenu The result point is plane data 11 3 Bearing Bearing Intersection Use the bearing bearing BRG BRG subapplication to calculate the intersection point of two lines A line is defined by a point and a direction N P0 P2 a1 a2 P1 Figure 11 3 BRG BRG Diagram Known P0 First known point P1 Second known point a1 Direction from P0 to P2 a...

Page 112: ... F1 Intersection F2 F3 F4 偏置模式偏置模式 F1 BRG BRG 1 F2 BRG DST 2 F3 DST DST 3 F4 LNLN 4 2 Input the name of first point in PT1 field There are four ways to get the known point for BRG BRG calculation Please refer to the step in the COGO Traverse Input name of first point Meas BRG BRG Result Find 偏置模式 8 Input data PT1 AZ1 0 0 0 PT2 9 AZ2 0 0 0 3 Move the focus to AZ1 by using and input the first beari...

Page 113: ...o calculate the intersection point and show the result Input the name of result point in the BRG BRG Result and press F4 REC to save the point F2 BRG BRG Result REC Pt 10 N 6 369 m E 3 536 m In all of the above operation press ESC to return to the previousmenu The result point is plane data 11 4 Bearing Distance Intersection Use the bearing distance BRG DST subapplication to calculate the intersec...

Page 114: ...GO point P3 Second COGO point Steps key Display 1 In the Intersection screen press F2 or 2 to enter the BRG DST subapplication F2 or 2 F1 Intersection F2 F3 F4 偏置模式偏置模式 F1 BRG BRG 1 F2 BRG DST 2 F3 DST DST 3 F4 LNLN 4 2 Input the name of first point in PT1 field There are four ways to get the known point for BRG DST Input name of first point Meas BRG DST Result Find 偏置模式 8 Input data PT1 AZ1 0 0 ...

Page 115: ...tting second point Set second point Meas BRG DST Result Find 偏置模式 9 Input data PT1 8 AZ1 26 15 52 PT2 HD2 0 000 m 5 Move the focus to HD2 by using and input the radius after set second point Input radius Meas BRG DST Result Find 偏置模式 15 253 m Input data PT1 8 AZ1 26 15 52 PT2 9 HD2 6 When all of the data are entered correctly press F2 Result to calculate the intersection point and show the results...

Page 116: ...lculate the intersection point of two circles The circles are defined by the known point as the center point and the distance from the known point to the COGO point as the radius The result may be have 1 intersection point may be have 2 points or may be have no one N P1 P2 P3 r1 r2 P4 Figure 11 5 DST DST Diagram Known P1 First known point P2 Second known point r1 Radius as the distance from P1 to ...

Page 117: ...nt for DST DST calculation Please refer to the step 2 in the COGO Traverse Set first point Meas DST DST Result Find 偏置模式 8 Input data PT1 HD1 0 000 m PT2 9 HD2 0 000 m 3 Move the focus to HD1 by using key and input the first radius after set first point Input first radius Meas DST DST Result Find 偏置模式 3 152 m Input data PT1 8 HD1 PT2 9 HD2 0 000 m 4 Move the focus to PT2 by using to setting second...

Page 118: ... HD2 6 When all of the data are entered correctly press F2 Result to calculate the intersection point and show the results Input the name of result point in the DST DST Result and press F4 REC to save the point Press F1 to switch to view results F2 PT1 DST DST Result REC Pt 10 N 6 369 m E 3 536 m PT2 In all of the above operation press ESC to return to the previousmenu The result point is plane da...

Page 119: ...3 L1 L2 P4 P5 Figure 11 6 LNLN Diagram Known P1 First known point P2 Second known point P3 Third known point P4 Fourth known point L1 Line from P1 to P2 L2 Line from P3 to P4 Unknown P5 COGO point Steps key Display 1 In the Intersection screen press F4 or 4 to enter the LNLN subapplication F4 or 4 F1 Intersection F2 F3 F4 偏置模式偏置模式 F1 BRG BRG 1 F2 BRG DST 2 F3 DST DST 3 F4 LNLN 4 ...

Page 120: ... Result Find 偏置模式 8 Input data PT1 PT2 10 PT3 9 PT4 5 3 When all of the points are set correctly press F2 Result to calculate the intersection point and show the results Input the name of result point in the LNLN Result and press F4 REC to save the point F2 LNLN Result REC Pt 10 N 6 369 m E 10 536 m In all of the above operation press ESC to return to the previousmenu The result point is plane dat...

Page 121: ...stance of the offset point in relation to the line N P1 P2 P3 d1 d2 P4 Figure 11 7 DistOff Diagram Known P1 Start point P2 End point P3 Offset point Unknown d1 Line d2 Offset P4 COGO point foot point Steps key Display 1 In COGO Menu screen press the F3 or number key 3 enter the Offsets screen then press F1 or 1 enter the DistOffsubapplication F3 or 3 F1 COGO Menu F2 F3 F4 偏置模式偏置模式 F1 Traverse Inv...

Page 122: ...nts Meas Get Foot PT Result Find 偏置模式 8 Define baseline PT1 PT2 9 Input Offset PT PT3 10 3 When all of the points are set correctly press F2 Result to calculate the intersection point and show the results Input the name of result point in the DistOff Result and press F4 REC to save the point F2 F4 DistOff Result REC ΔLength 5 310 m ΔTrav 2 249 m Pt 11 N 6 369 m E 10 536 m In all of the above opera...

Page 123: ...ation to a line from known longitudinal and offset distance N P1 P2 P3 d1 d2 Figure 11 8 Set Point Diagram Known P1 Start Point P2 End Point d1 Line d2 Offset Unknown P3 COGO point Steps key Display 1 In the Offsets screen press F2 or 2 to enter the Set Point subapplication F2 or 2 F1 Offsets F2 偏置模式偏置模式 F1 DistOff 1 F2 Set Pt 2 ...

Page 124: ... to move the focus down and input the longitudinal and offset distance Input distance Meas Get Side PT Result Find 偏置模式 1 265 m Define baseline PT1 8 PT2 9 EndW OS Transverse 2 345 m Input Length Trav 4 When all of the data are set correctly press F2 Result to calculate the intersection point and show the results Input the name of result point in the SetPT Result and press F4 REC to save the point...

Page 125: ...Unknown P2 P4 Extended COGO Point Steps Key Display 1 In the COGO Menu screen press the F4 or number key 4 enter the Extension screen F4 or 4 F1 COGO Menu F2 F3 F4 偏置模式偏置模式 F1 Traverse Inverse 1 F2 Intersection 2 F3 Offsets 3 F4 Extension 4 2 Set the baseline start point and end point There are four ways to get the known point for Extension calculation Please Set known points Meas Extension Resul...

Page 126: ... the extension distance in the HD field Input distance Meas Extension Result Find 偏置模式 6 325 m Define line PT1 8 PT2 9 Select Input Base Pt 9 HD 5 When all of the data are set correctly press F2 Result to calculate the intersection point and show the results Input the name of result point in the Extension Result and press F4 REC to save the point F2 Extension Result REC Pt A1 N 1 256 m E 9 032 m I...

Page 127: ...ad Manage 1 F2 HC list 2 F3 Vert curve list 3 F4 Road Stakeout 4 12 1 Road Manage User can create some different roads The data between different roads is individual Steps Key Display 1 Pressing key F4 enter road function menu For job setting station setting and BS setting can refer early content F4 Road F1 Set Job 1 F2 Set STA 2 F3 Set B S 3 F4 Start 4 F1 F2 F3 F4 2 Pressing key F1 enter road man...

Page 128: ...st ROAD0 ROAD1 ROAD2 Current ROAD2 Delete New Close Open 1 Cuurent used road cannot be delete directly it needs to be close first 12 2 Horizontal curve definition There are two ways to define the horizontal curve one is elements method another is intersection method NOTE Max amount of items of horizontal curve is 30 Using elements method define horizontal curve Elements method constists of the fol...

Page 129: ...is anti clockwise Arc length should not be negative Transition curve Transition curve includes the minimum radius and arc length The rules of radius are same to curcular curve radius Arc length should no be negative Steps Steps Key Display 1 Pressing key F4 enter Road functions menu F4 Road F1 Set Job 1 F2 Set STA 2 F3 Set B S 3 F4 Start 4 F1 F2 F3 F4 2 Pressing key F2 enter horziontal curve list ...

Page 130: ...RNS PT 5 Input start point chain number and N E data Pressing key F4 return previous window when input finished ENT F4 Define start Pt Chain OK N E 0 000 m 0 000 m 0 000 m 6 Pressing key F4 enter straight line definition window Pressing key F4 return previous window when input finished F1 ENT F4 Define Straight OK Azimuth Dist 45 00 00 120 000 m 7 Pressing F2 enter editing circular curve window Pr...

Page 131: ...st 01 STAPT 0 000 02 STR 0 000 03 ARC 120 000 Save Delete Add View 04 TRNS 370 000 10 Pressing View can see detail of selected element Pressing PREV NEXT can see through elements data of current road Pressing Edit can edit data of selected element F4 HC Arc Radius Length 120 000 m 250 000 m Edit PREV NEXT 11 Pressing Add can add more horizontal curve data in road F3 Horizon Curve 04 Chain 770 000 ...

Page 132: ...ius not being zero it will insert an arc with input radius between current point and next point If A1 A2 not being zero it will insert and transition curve with sepecified length between straight line and the arc Don t mix the intersection point with straight line circular curve or transition curve otherwise the calculation will not be correct Follow is the intersection method for definition of ho...

Page 133: ...ing intersection point If haven t input start poin it will enter start point definition window F4 Horizon Curve Chain 0 000 m Azimuth 0 00 00 STR ARC TRNS PT 5 Input start point chain number and N E data Pressing key F4 entering intersection point input window after input finished ENT F4 Define start Pt Chain OK N E 0 000 m 0 000 m 0 000 m 6 Entering intersection point data pressing OK go to next ...

Page 134: ...through points data of current road Pressing Edit can edit data of selected point F4 HC Pt N E Radius 4524 897 m 3457 345 m 450 000 m A1 230 000 m A2 350 000 m Edit PREV NEXT 9 Pressing Add can add more horizontal curve data in road F3 Horizon Curve 04 Chain 0 000 m Azimuth 0 00 00 PT 10 Pressing Delete will delete selected element 2 F2 HC list 01 START 250 000 02 PT 4524 897 03 PT 5467 876 Save D...

Page 135: ... a set of intersection points Intersection point includes chain number elevation and curve length The curve length of start point and last point must be zero Piles number 1000 1300 1800 2300 Elevation 50 70 60 90 Distance 0 300 300 0 NOTE Max amount of items of vertical curve is 30 Steps Steps Key Display 1 Pressing key F4 enter Road functions menu F4 Road F1 Set Job 1 F2 Set STA 2 F3 Set B S 3 F4...

Page 136: ... chain number elevation and length Pressing F4 go to next one input ENT F4 VC start pt Chain OK Elevat Length 0 000 m 1 000 m 300 000 m 5 Pressing ESC return back to vertical curve list after input In list display type N value of each point ESC Vert curve list 06 PT 1699 888 07 PT 1800 244 03交点 5467 876 Save Delete Add View 04交点 6784 362 6 Pressing View can see detail of selected point Pressing PR...

Page 137: ...e road data F1 Road Saved 1 Cannot delete start point 12 4 Road Stakeout User can do road stakeout according to specific chain number and offset Before doing stakingout user must define horizontal curve If need calculating elevation user must define vertical curve either The rules of stakeout data are defined as shown below Offset left the horizontal distance between left pile and center line Righ...

Page 138: ... stakeout Method Definition Display Polar staketou Hz Direction difference Positve if measuring point being right side of target point Horizontal distance difference Positive if measuring point far away target point Height difference Positive if measuring point above of target point ALL DIST REC EDM Road Stakeout 1 3 Pt T H Hz K 12 0 2 000 m 13 39 10 ...

Page 139: ...es X N Difference of northing coordinates Road Stakeout 3 3 Pt T H Y E X N Z H K 12 0 2 000 m ALL DIST REC EDM User can use PAGE key to switch method between these 3 methods Doing stakeout can refer to Point stakeout Steps Steps Key Display 1 Pressing key F4 enter Road functions menu Before doing stakeout job seting station seting BS seting should be done F4 Road F1 Set Job 1 F2 Set STA 2 F3 Set B...

Page 140: ...rogram shows chain s paramters that user has input Press to left or right pile Press to increase or decrease chain number Press Edit to edit the parameters F4 Road SO Center Offset HV 0 000 m 0 000 m Edit CALC Chain 0 000 m T H 2 000 m Road SO Right Offset HV 20 000 m 1 100 m Edit CALC Chain 80 000 m T H 2 000 m 6 Press CALC to see the result point coordinate If need to calculate other chain point...

Page 141: ... F3 Road SO Right N E 113 170 m 462 883 m Pt K 80 0R Z 12 079 m REC Stakeout 8 Press Stakeout to do the point s stakeout F4 ALL DIST REC EDM Road Stakeout 1 3 Pt T H Hz K 80 0 2 000 m 13 39 10 Note If has saved road data next time user can directly go to the road program without inputting road data again ...

Page 142: ...em Stat 5 1 Job All kinds of measurement data are saved in the selected job Such as Fix Pt Meas PT and so on The function can new a job select a job and delete a job The definition of the job contains the inputing of Job s name and Operator 1 1 Select a Job Steps Key Display 1 Press F1 in the menu of Job Manager to enter menu of job function F1 Job Manage 1 2 F1 F2 F3 F4 F1 Job 1 F2 Fix Pt 2 F3 Me...

Page 143: ... prompt of Job Set and open the job as the current job F4 Delete New View OK Job list JOB1 JOB2 JOB3 SD JOB4 SD 1 2 New a Job Steps Key Display 1 In the menu of Job Manager press F1 to enter the menu of job function F1 Job Manage 1 2 F1 F2 F3 F4 F1 Job 1 F2 Fix Pt 2 F3 Meas PT 3 F4 Code 4 2 The interface displays the job list in the current storage The jobs in the SD card have the mark of SD and t...

Page 144: ...ENT to move the cursor to the next input area 1 ENT New Job Job Operator Note1 Note2 Date 20150515 Time 14 10 20 Back OK JOB1 5 After finishing inputing press F4 OK to save the job and set it as the current job F4 Job set 1 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 Operator The name of operator...

Page 145: ...jobs in the SD card have the mark of SD and the current job have the mark of Delete New View OK Job list JOB1 JOB2 JOB3 SD JOB4 SD 3 Using the direction key up or down to select the job that need to be deleted Press F1 Delete and a dialog appears as shown in the picture on the right If you make sure to delete it please press F4 Yes otherwise press F1 No to back to the previous menu 1 F1 F4 Sure to...

Page 146: ... the second page soft key F4 F2 View FixPoint 1 4 Job JOB1 Pt N 1 000 m E 1 000 m Z 1 000 m Find New Edit 6 Delete Job 3 Press F2 Job to enter the list of job press the directon key of up or down to select the job which the viewed fixpoints exist then press F4 to make sure 1 F4 View New OK Select Job JOB1 JOB2 JOB3 SD JOB4 SD 4 Program displays the data of fixpoint in the corresponding job Press t...

Page 147: ... 6 2 There appears a dialog as shown in the picture on the right Input the name of point or the wildcard of press ENT to make sure and press F4 OK to find ENT F4 1 View Find Job Pt JOB1 3 Displaying the dialog of finding result If the point exists in the job the interface will display the coordinate information of the point If input the wildcard of you can view all fixpoints by pressing the direct...

Page 148: ...appears a dialog as shown in the picture on the right If want to back to the previous menu you can press F1 Back New FixPoint Job JOB1 Pt N E Z Back OK 3 Input the new name and coordinate of fixpoint press Ent to finish inputing and press F4 OK to save the fixpoint If the inputted point name exists in the memory the program will give a prompt of whethe to overwrite press F4 Yes to overwrite or pre...

Page 149: ...ou can find the data of need to be edited by pressing the direction key of left or right or in the function of finding If you want to change the job which the point needs to be edited you can press Job to select the target job View FixPoint 7 22 Job JOB1 Pt N 2 000 m E 3 000 m Z 1 000 m Find New Edit P7 2 Press F3 Edit to enter the interface of Edit Fixpoint The screen displays the point data Inpu...

Page 150: ... data of need to be deleted by pressing the direction key of left or right or in the function of finding then press F4 to switch to the second page of soft key If you want to change the job which the point needs to be deleted you can press Job to select the target job F4 Delete Job View FixPoint 7 22 Job JOB1 Pt N 2 000 m E 3 000 m Z 1 000 m Find New Edit P7 2 Press F1 Delete to start the function...

Page 151: ...F3 to enter the function of Meas PT F4 Job Manage 1 2 F1 F2 F3 F4 F1 Job 1 F2 Fix Pt 2 F3 Meas PT 3 F4 Code 4 2 The default viewed job is the current job in the program if you want to view the measurement data in other jobs please press F1 Job to enter the list of job to select F2 Job View View Meas Pt Job Pt DEFAULT 3 The default viewed points are all points in the job and using the vildcard char...

Page 152: ...2015 05 23 Delete Search PAGE View Meas Pt 1 28 Pt 6 3 009 m 3 456 m 1 718 m T H 1 000 m Time 10 54 16 Delete Search 3 2 Delete measurement data The not good and the repeating measurement data can be deleted The station data and the last piece of data in the data items can not be deleted Steps Key Display 1 After finding the measurement point data which need to be deleted press F1 to delete F1 Vie...

Page 153: ... and deleting 4 1 Input Code Every code has a note and up to 8 characters attributes View Code 1 5 Code Note Info 1 GREEN Info 2 Info 3 Info 4 Find New Delete TREE GSI The introduction of code attributes Code Name of the code Note Additional annotation Info1 The other editable information Info8 Other information Steps Key Display 1 In the menu of Job Manage pressing F4 to enter the function of Cod...

Page 154: ...e information in the interface of Input code Input code Code Note Info 1 Info 2 Info 3 Info 4 Back OK C1 LIGHT 4 After finishing inputting press F4 to save the code Program makes the Code s name plus 1 automatically and you can continue to input other code If the inputted code name exists in the memory the program will give a prompt of whethe to overwrite F4 Input code Code Note Info 1 Info 2 Info...

Page 155: ...T 3 F4 Code 4 2 Press the direction key of left or right you can view all codes one by one View Code 1 5 Code Note Info 1 GREEN Info 2 Info 3 Info 4 Find New Delete TREE 3 Press F1 to enter the interface of Search Code The default vaue is wildcard character it stands for all codes OK Search Code Code 4 Input the certain code name and input F4 to start to search F4 OK C1 Search Code Code ...

Page 156: ... the dialog of code function press the direction key of left or right to delete the code which need to be deleted You can also press the key of Find to find the corresponding code View Code 1 5 Code Note Info 1 GREEN Info 2 Info 3 Info 4 Find New Delete TREE 2 After finding the code need to be deleted press F4 and program will give a prompt whether make sure to delete A If the deleted code is find...

Page 157: ...ind after the code deleted the interface displays an empty code it means that all fields are empty If there is more than one code matching the finding condition it will display the next code View Code Code Note Info 1 Info 2 Info 3 Info 4 Find New Delete ...

Page 158: ...splays the disk list of the instrument the default are A Local Disk if instrument has loaded the SD card it will display the additional disk of B SD Disk List B SD Prop Format OK A Local Disk 3 Press F1 Prop can view the properties of the disk including free space F1 Disk Info Disk Name A Local Disk Disk Space 2036 KB Used Space 48 KB Free Space 1988 KB Format OK 4 Press F2 Format can format the d...

Page 159: ...unction to transfer fixed points data or code data to instrument from computer via RS232 cable User can also transfer fixed points data to instrument via UDisk Import Fixed Points Code Method RS232 UDisk Format CASS GTS 7 For UDisk Source Data file in UDisk For UDisk Job Target job that data been transfer to Steps Key Display 1 In main menu chooses 4 Transfer to enter Data Transfer menu Pressing F...

Page 160: ... connect instrument and computer first on computer side press button Send in transfer software and then press F4 Import on the instrument F4 Job Import Fix PT Import Mode Target Job DEFAULT RS232C Imported 91 5 If choosing UDiskmethod plugging udisk in the instrument usb port fisrt then 1 Press key to select UDisk 2 Press F2 to explore files in udisk and select the data file 3 Press moving to the ...

Page 161: ...data fixed points measurement data and code from instrument to computer or udisk Export Fixed points measure data and code Method RS232C UDisk Format CASS GTS 7 For fixed point UDisk HTF format GSI format For measure data UDisk Job Job needs to export Steps Key Display 1 In main menu choose 4 Transfer to enter Data Transfer menu Pressing F2 or 2 enters Export Data 4 F2 or 2 F1 Transfer F2 F1 Impor...

Page 162: ...ta type that you want to export Job Job Data Export Job DEFAULT Data Type Format Meas Fmt htf Meas PT Mode UDisk 5 Two methods to use RS232C UDisk Press key to select transfer method mode If choosing RS232C software on the computer should be ready and then press F4 to start export If choosing UDisk the UDisk should have been plugged in then press F4 to start F4 Job Job Data Export Data Type Meas P...

Page 163: ... format of export data CASS GTS 7 for fixed points data HTF GSI for measure data Job Job Data Export Job DEFAULT Data Type Format Fix Pt Mode UDisk CASS Fmt dat 6 Export code can only use RS232C method This is same to Step 5 F4 Code Data Export To Data Type Code RS232C ...

Page 164: ...Unit Code Record Code Auto Off Port Baudrate Reset Language High DIST NP P On OK 3 Off Right 1 Meter OK 115200 hPa Before REC Permanent Off RS232C OK Zenith English OK 4 Level Fields of General Setting Field Description Light Hight Medium Low Off 4 Levels of background light Contrast 1 9 Set the display contrast Trigger Key Off Disable trigger key ALL Disting and record DIST Only disting User Key ...

Page 165: ...n Off Sector Beep diabled Tilt On Tilting compensation enable Off Tilting compensation disable Hz increment Right Set horizontal angle to clockwise direction measurement Left Set horizontal angle to counter clockwise direction measurement V Setting Zenith Zenith 0 Horizon 90 0 90 180 270 Horiz 0 Zenith 270 Horizon 0 270 0 90 180 Vert90 Zenith 90 Horizon 0 Positive above horizon negative below hori...

Page 166: ...ular fields Degree sexagesimal 0 to 359 59 59 GonGon 0 gonto 399 999 gon MilMil 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 This is for data display and does not apply to data export or storage 0 00 01 0 00 05 0 00 10 Gon0 ...

Page 167: ...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 hPAHecto Pascal mmHgMillimeter mercury inHgInch mercury Code Record Sets if the codeblock is saved before or after the measurement Code Sets if the code will be used for one or m...

Page 168: ...n interface Bluetooth UseBluetooth as communication interface If instrument does not support Bluetooth there will be no Bluetooth option here Baudrate Sets the serialportbaudrate 9600 19200 115200 Language Changes the software s interface language 2 EDM Setting See Chapter 3 2 EDM Setting ...

Page 169: ... 1 Adjust 偏置模式 2 Info Tools Menu F1 Adjust F2 F3 F4 F2 Adjust Index Error F3 Adjust Tilt X F1 View Adjust Param F4 Const Setting 1 2 1 2 3 4 F1 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 OK Vert I E Xk Yk 偏置模式 93 35 52 0 8400 0 ...

Page 170: ...n press F4 OK F4 Adjust Index Error OK F1 reading F2 reading Vert I E 偏置模式 342 11 59 Take positive 2 Aim at the same target with face right and press F4 OK F4 Adjust Index Error OK F1 reading 342 11 59 F2 reading 191 26 31 Vert I E 偏置模式 Take reverse 3 Program will show the result value press F4 OK to save F4 Adjust Index Error OK F1 reading 342 11 59 F2 reading 191 26 31 Vert I E 93 10 45 偏置模式 Pre...

Page 171: ...ilt X OK HA VA Tilt 偏置模式 10 12 02 F1 up 3 81 53 49 117 2 Use fine tuning to set the vertical angle to V0 3 focus on the reticle center accurately wait for stable value press F4 OK F4 Adjust Tilt X OK HA VA Tilt 偏置模式 10 12 02 F1 down 3 81 59 50 86 3 Use fine tuning to set the vertical angle as V0 focus on the reticle center accurately 4 Reverse the telescope use face right to focus on the reticle o...

Page 172: ... Adjust Tilt X OK HA VA Tilt 偏置模式 342 11 59 Xk 33 0859 X0 55 269 29 46 100 1 4 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 OK Add Const Mul Const 偏置模式 9 0 1 5 Factory setting In Tools Menu choose 1 Adjust and then press 5 to enter Factory Setting If you need to reset the instrument ...

Page 173: ... 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 For example To set date 2015 11 11 input string 20151111 then press F4 OK to save Back Date Setting OK Date 偏置模式 Input as yyyymmdd 2015 11 12 Date Setting 2 3 Set System Time In system information window press F2 Time to en...

Page 174: ... theinstrument software 1 Input PIN code 82543 and then press key ENT the instrument will be turned off Back FW Upgrade OK PIN 偏置模式 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 and press OK ...

Page 175: ...n as follows Note Software upgrade operation must be carefulonce 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 keyboardinto waiting to send program state and then select send file ...

Page 176: ... station software click on send button 6 It will display the sending application process and then close the super terminal starting up after removing theinstrument battery and then putting in again The current software is the new version updated previously ...

Page 177: ...ter use the foot spiral which parallels the leveling tube to adjust to make the bubble move half of the distance to the center For the remaining use the calibration needle to turn the level calibration screw in the right of the water level to adjust the bubble to the center 2 Turn the instrument for 180 check that whether the bubble is in the center If the bubble is not centered repeat Step 1 unti...

Page 178: ...d fixed horizontal and vertical brake handwheel 1 Rotate telescope vertical micrometer handwheel move A point to the edge of the field of view A points 2 If A moves along the vertical line of the crosshair but A point is still in the vertical line as the left picture the crosshair doesn t need to calibrate If A point deviate from vertical line center as the right pictured the crosshair is slant so...

Page 179: ...ontal and vertical brakehandwheel and read the horizontal angle For example level Angle R 190 13 40 4 2 C L R 180 30 20 need to calibrate Calibration 1 Use the horizontal micrometer handwheel to adjust the horizontal angle to the right reading which has eliminated the C R C 190 13 40 15 190 13 25 2 Take down the reticle bed cover between the telescope eyepieces and focusing handwheel adjust the ca...

Page 180: ...d that instrument compensation is useless or abnormal it should be sent to the factory for checking 3 6 Vertical collimation error I Angle and vertical collimation zero value setting Checkout 1 Boot after settling and leveling the instrument focus the telescope on a clear goalA get the face left reading of vertical Angle L 2 Turn the telescope to aim A and get the reading R for face right 3 If the...

Page 181: ...ross center there is no need to calibrate Otherwise you should calibrate as the following methods Calibration 1 Take down the screw cover between the optical plummet eyepiece and the focusing handwheel 2 Fix the white paper with a cross and mark the points when the instrument rotates 90 as the figure shows A B C D points 3 Connect the diagonal points A C and B D with a straight line the intersecti...

Page 182: ...t turns out the instrument constant does not close to 0 but changing 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 6 3 and then confirm Us...

Page 183: ...ng you should check whether the direction of the laser beam is coaxial Otherwise it could lead to inaccuracy Warning Looking straightly at the laser is dangerous Prevention Don t look laser beams directly or focus on others Checkout Put the gray side of the reflector towards the instrument and put it 5 meters and 20 meters away Start laser direction function Focus on the reflector center by the te...

Page 184: ...easurement Reflector IR SinglePrism Atmosphere general good 3000m Reflector 60mm 60mm 800m Accuracy Fine Coarse Tracking 2mm 2ppm Measuring Time Single Repeat Traking 2 4s 1s 0 6s No Prism ranging RL Odometry Using a white target board 350m Ranging Accuracy Short Distance Tracking Prism 3mm 2ppm Measurement Time Short Distance Tracking Prism 2 6s Communication Memory data capacity 20000points Exce...

Page 185: ...Beam Accuracy 1 mm 1 5m instrument height Environmental Operation Temperature 20 50 Storage Temperature 40 70 Dust Water proof IEC60529 IP54 Weight Incl Battery Tribrach 5 5kg Power supply Battery Type High capacity Lithium battery Voltage Capacity 7 4V 3000mAh Working Time 16 hours Optimal newbattery measure one time at 30 seconds 25 24 hours Measure Times Around 12000 ...

Page 186: ...d value NO Pile X Y 1 0 000 1099877 123 4578452 654 2 25 000 1099864 432 4578474 193 3 50 000 1099851 741 4578495 732 4 75 000 1099839 050 4578517 272 5 88 120 1099832 390 4578528 575 6 100 000 1099826 347 4578538 804 7 125 000 1099813 310 4578560 134 8 150 000 1099799 305 4578580 839 9 175 000 1099783 746 4578600 395 10 188 120 1099774 794 4578609 984 11 200 000 1099766 173 4578618 155 12 225 000...

Page 187: ...862 4578833 357 31 575 000 1099521 947 4578858 066 32 580 120 1099521 347 4578863 151 2 Intersection Input element NO X Y A1 Radius A2 Mileage 1 126595 622 326532 868 2 127029 195 328544 441 711 09 2528 248 711 09 2057 769 3 126270 297 330165 767 550 05 2017 0340 0 0 4 126797 134 331957 950 0 1699 1193 504 844 0 5 129306 674 332294 008 636 169 2023 5527 550 938 0 6 130014 424 334370 388 0 0 0 0 Ca...

Page 188: ...49 036 332112 201 22 6515 804 127964 700 332114 301 23 6516 206 127965 099 332114 355 24 6716 206 128162 844 332144 159 25 7000 000 128437 402 332215 044 26 7500 000 128887 275 332430 323 27 8000 000 129270 830 332749 096 28 8500 000 129564 769 333151 998 29 8785 668 129685 352 333410 708 30 8935 668 129735 494 333552 069 31 9000 000 129756 249 333612 961 32 9500 000 129917 564 334086 224 33 9800 ...

Page 189: ...127964 700 332114 301 23 6516 206 127965 099 332114 355 24 6716 206 128162 844 332144 159 25 7000 000 128437 402 332215 044 26 7500 000 128887 275 332430 323 27 8000 000 129270 830 332749 096 28 8500 000 129564 769 333151 999 29 8785 668 129685 352 333410 708 30 8935 668 129735 494 333552 069 31 9000 000 129756 249 333612 961 32 9500 000 129917 564 334086 224 33 9800 219 130014 424 334370 388 Vert...

Page 190: ...1 329 051 7 600 000 328 584 328 584 8 700 000 327 861 327 861 9 800 000 327 138 327 138 10 900 000 326 415 326 415 11 1000 000 325 636 325 636 12 1100 000 324 094 324 094 13 1200 000 322 490 322 491 14 1300 000 321 079 321 079 15 1400 000 321 600 321 600 16 1500 000 322 900 322 900 17 1600 000 323 806 323 806 18 1700 000 324 611 324 611 19 1800 000 325 996 325 996 20 1900 000 0 000 0 000 21 2000 0...

Page 191: ...s of two lines The information of first line record type name elevation code Such as STA refers to test site BKB refers to back sight Angle data BS refers to back sight SC refers to coordinate data SD refers to distance measurement data SA refers to Angle measurement data The second line information data types data records Such as NEZ refers that the following data are coordinates ENZ refers that ...

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