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Hi-Target ZTS-320 Series Manual Download Page 9

9 
 

1.Uses of Total Station 

The total station is such an instrument that measures 

azimuths and distances to destination and can calculate the 
destination point coordinates automatically. It plays an important 
role in the economic construction and national defense 
construction.

 

General Survey, exploration and mining of minerals, 

the construction of railways, roads, bridges, irrigation, urban 
planning and construction is driven by electronic total station 
measurements.

 

In the building of national defense, such as 

battlefield preparations, harbour, forts, airfields, bases and 
military construction projects, and so on, must be based on a 
detailed and accurate geodetic.

 

In recent years, electronic total 

station is a large precision engineering, shipbuilding and aviation 
industries and other aspects of effective tools for precise 
positioning and installation. 

The ZTS-320 series total station is equipped with absolute 

code dial system, integrated-circuit-control-board ranging item 
and microcomputer for measurements of angle and distance and 
for calculation, display, depositing and etc. It can exhibit 
horizontal and vertical angle, slope and horizontal distance and 
altitude difference simultaneously. Furthermore, it can be set to 
measure under different mode (e.g. Angle mode, Distance mode). 

It is even designed for you specializing in construction 

projects with    non-prism ranging. The non-prism ranging can be 
comprehensively used in measuring three-dimensional 
coordinates , position determination, remote elevation 
measurement (REM), verticality, pipeline positioning, 
cross-section measurement etc. It also meets requirements for 
trigonometrical control survey, topographic survey, cadastral and 
real estate survey

Summary of Contents for ZTS-320 Series

Page 1: ...date of the instrument and your valuable suggestions to us after you purchase our product We will attach great importance to every piece of advice from you We will pay much attention to every detail of our products We will make great efforts to provide better quality Notice We reserve the right to change the technical parameters during updating and improving our products and we may not announce yo...

Page 2: ...ation can be directly to all kinds of material different colors of objects such as the structure of the walls poles wires cliff wall mountain clay wood etc for long fast high precision measurement This function is especially for the measurements of targets that cannot be accessed 4 Special measurement program Except for the basic functions it also has some special measurement program to meet the n...

Page 3: ...it s better to work with high quality wooden tripod for stability and measurement accuracy h In order to improve the precision of Non Prism measurement please keep the object lens clean When cleaning exposed optical devices please wipe them gently with absorbent cotton or lens paper only i After using instrument please sweep away the surface dust with flannelette or a hairbrush Do not switch on th...

Page 4: ...Ia Laser Product its emitted laser with wavelength between 400nm and 700nmcan be at most 5 times of that of Class 2 II Warnings Never star at laser beam constantly it could cause permanent eye damage Precautions Do not see directly into laser beams nor point laser to others The reflected beams is the necessary for the instrument measurement signal Warnings It s dangerous to use Class 3R Laser inst...

Page 5: ...e laser beams should be terminated when there are some activities e the route which laser beans through must be set higher or lower than the sight of people f When the instrument not in use please make it safekeeping and storied Unauthorized person should not use it g To prevent exposure to laser beam accidentally such as mirrors metal surfaces windows be careful as the flat surface of the mirror ...

Page 6: ...e the Atmospheric Correction out with temperature and pressure sensor 22 3 7 The Correction of the Atmospheric refraction and the Earth Curvature 22 3 8 Set up the minimum reading of the angle 23 3 9 Setup of Automatic Shutdown 23 3 10 Set up the Addictive Constant and the Multiplying Constant 24 3 11 Selecting Data File 24 4 Preparations before measurements 26 4 1 Unpacking and storing instrument...

Page 7: ...ort 62 9 3 4 Format disk 63 9 3 5 Information of disk 63 9 3 6 Entering coordinates 63 9 3 7 Update 64 9 3 8 The instrument as a memory disc 66 9 4 Programs 66 9 4 1 Remote height REM 66 9 4 2 MLM 68 9 4 3 Polar Coord Measurement 70 9 4 4 Coord Z 70 9 4 5 Area 71 9 4 6 Projection 72 9 4 7 Roadway 73 9 5 Options 73 9 6 Calibrate config 74 9 6 1 Adjusting index error I E 74 9 6 2 Calibrate TILT 74 9...

Page 8: ...ollimation axis and Cross axis 2C 87 11 5 Vertical plate index zero automatic compensation 88 11 6 Vertical index error angle i and set vertical index 0 88 11 7 Centering device 89 11 8 Addictive constant K 90 11 9 The parallelism of collimation axis and photoelectricity axis 91 11 10 Non prism ranging 91 12 Technical parameters 93 Appendix A Explanation of file formats 95 Appendix B Explanation o...

Page 9: ...and aviation industries and other aspects of effective tools for precise positioning and installation The ZTS 320 series total station is equipped with absolute code dial system integrated circuit control board ranging item and microcomputer for measurements of angle and distance and for calculation display depositing and etc It can exhibit horizontal and vertical angle slope and horizontal distan...

Page 10: ...0 2 Names and functions of the components 2 1 Names of components Handle Objective lens Horizontal axis center Coarse sighting device Display keys Base Horizontal slow motion knob Horizontal locking knob ...

Page 11: ...Handle Coarse sighting device Focusing knob Vertical clamping screw Vertical tangent screw Handle knob eyepiece number SD card port Mini USB port Base Leveling screw serial port connector On the other side ...

Page 12: ...de CORD Coordinate Measurement Enter Coordinate Move the Cursor left or page forward and help to input characters under the other mode MENU Menu key Enter Menu Page Move the Cursor right or page backward and help to input characters under the other mode ENT Enter Receive and save the data input in the dialogue and end the dialogue There is also a function that open and close the rectangular buzzer...

Page 13: ...h Vertical angle Mode it is 0 00 00 when the telescope is level The angle of elevation is positive and the angle of depression is negative V Slope Mode HR Horizontal angle right angle dHR meas the angle difference of setting out HL Horizontal angle anticlockwise increment HD Horizontal distance dHD is to stake out horizontal distance difference VD Elevation difference dVD is to stake out differenc...

Page 14: ...oes to the next column If there s only one or no edited column in the dialogue box the soft key Enter is also used to accept the input and exit the dialogue box Input Go to Coordinate dialogue box and enter the coordinates with keyboard M Pt Retrieval coordinates of points from measured file K Pt Known call coordinates of points from coordinate file Search List the points in the current coordinate...

Page 15: ...nce Function 1 F1 Save Record the measured angle in the selected file F2 Set0 Set the horizontal angle as 0 F3 SetA Set your desired horizontal angle by inputting but the angle should not be greater than 360 F4 P1 2 Display the second page of the soft key functions 2 F1 Hold Lock the horizontal angle readings F2 L R Switch between HR horizontal right clockwise and HL horizontal left anticlockwise ...

Page 16: ...ode Switch between four distance measurement mode single accurate measuring sngl repeated accurate measuring rept continue accurate measuring cont tracking track F4 P1 2 Display the second page of the soft key functions 2 F1 Offset Start offset measurement eccentric measurement F2 Stake Start staking out F3 m f i Switch distance units between meters feet feet inch F4 P2 2 Display the first page of...

Page 17: ... measurement sngl repeated accurate measuring rept continue measuring cont tracking track F4 P1 3 Display the second page of the soft key functions 2 F1 Setting Set target height and instrument height F2 BBS Set coordinates of BBS back sight point and back sight angle F3 STA Set coordinates for station F4 P2 3 Display the third page of the soft key functions 3 F1 Offset Start offset measurement ec...

Page 18: ... the coordinates into measurement files and the key save the coordinates in the measurement file and coordinate file at the same time according to the mention of the display If you choose not to edit points the points would be saved with the present name elevation and code After saving the name of the point is added by one 2 4 Star Key Mode Under the distance measurement interface pressing the key...

Page 19: ...al strength The measurement parameters about distance measuring are shown below After entering the temperature and pressure data the instrument would calculate PPM value automatically If the calculated PPM value is not favored please reenter your expected value Temp Temperature Press Atmospheric pressure Prism c Prism constant PPM PPM value B S Backspace Clear clear up all typed in characters in t...

Page 20: ...ctly level In order to ensure the accuracy of the angle measurement try to use tilt sensor whose display can be used to level the instrument better If displaying Tilt over in the Vz column it indicates that the instrument beyond the range of the automatic compensation and it needs to be leveled by adjusting foot screw The ZTS 320 series Total Station can corrects the vertical angle readings cased ...

Page 21: ...EDM Electrical Distance Measurement It can help achieve ideal aiming result under poor conditions If it is too difficult to be found using signal can easily aim at the target Continuing with the explained operation in 3 4 you may press Signal and the intensity of signal is displayed in the Signal column above The minimum measurable intensity should be 1 Being less than 1 indicates that the target ...

Page 22: ...6 2 Calculate the Atmospheric Correction out with temperature and pressure sensor First measure the temperature and pressure around the station in advance e g Temp 25 atm 1017 5 Press soft key Enter to move inserter to the Temp column and type in 25 0 Press soft key Enter to move inserter to the Press column and type in 1017 5 Press soft key Enter to move the inserter to the prism c column the PPM...

Page 23: ...p the minimum reading of the angle See 9 Operating Menu The operation on the instrument follows MENU 5 Options 6 Mini readout Angle 3 9 Setup of Automatic Shutdown See reference in 9 Operating Menu The setup of automatic shutdown on the instrument follows MENU 5 Options 9 Auto shut down Opts displayed are as followed You may choose Never to cancel the auto shutdown When choosing 5 10 20 minutes op...

Page 24: ...asuring working files before working To select data file see reference in 9 Operating Menu Selecting data file on the instrument follows MENU 1 Surveying 1 Select file It can be also done by using star key function Besides common measurement mode Angle Distance Coordinate you may also enter select file page by star key under Set up station Menu 1 Surveying 2 Station or Set up BBS Menu 1 Surveying ...

Page 25: ...25 Move the indicator to wanted file and press ENT or soft key Enter to select it A123 COO TST1 MEA A COD New Del View Select F I L E ...

Page 26: ...esult 4 2 1 Using plumbs to center and level align 1 Set up the tripod Position tripod legs so that the plummet is aimed to the ground mark point Turn the focusing ring of the optical plummet to focus Make sure that the center of the tripod top is right above the station Stamp the tripod on the ground with your feet 2 Install the instrument onto the tripod Mount the instrument on the tripod head S...

Page 27: ...Screw A Turn the instrument approximately 90 and adjust screw C until the bubble in the center of the level Screw C Screw B Screw A 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 4 2 2 Using centering device to centre 1 Set up the tripod Open the tripod Make sure that the three f...

Page 28: ...nt until the instrument aims at the station precisely Repeat the steps above until the the instrument aims at the station precisely 4 2 3 Loading and unloading of battery Unloading charging and information of the battery Notes The working time of battery will be effected by many factors such as ambient temperature recharging time recharging and discharging times For safety we suggest the you recha...

Page 29: ...rs after the light turn green Once the red light flashes constantly after the charger is plugged into the outlet of 110V 220V AC power supply please remove the battery and reconnected it after 3 or 5 minutes Though the charger is designed with overcharge protection circuit one must unplug the charger after finished charging Suitable temperature range for charging is between 45 and 45 Charging proc...

Page 30: ...e sighting device on the top of the lens your eyes should keep a proper distance about 200mm away from the sighting device Obtain a sharp image of the target on the reticule with the focusing screw If optical parallax appears when angle of view changed the focus or the diopter of the eyepiece may be unadjusted For precision concerns please adjust the eyepiece focus to eliminate the optical paralla...

Page 31: ...ress key 5 displaying SUN in the column as followed Press soft key Alph F3 to switch between letters and numbers Press key 1 displaying SUN1 in the column Switch to Alph again Press key 1 for once displaying SUN1A in the column Press soft key Enter to move inserter down to the STN column The system switches to the number mode automatically and no letters can be inserted in at all The page is as fo...

Page 32: ... press to alter its nature Now press ENT to save the information entered Note If the information exists in the column already the first number or letter you enter will clear up the column and be the first character of the column Setup station PT name STN STE STZ B S Clear Alph Enter SUN1A ...

Page 33: ...to save measurement P S If having not selected file at first when pressing Save under Angle Mode a dialogue box of Select File will be on the screen before information You may now select file for saving When the measurement is out of the scope of compensator the instrument will display Tilt over and the measurement can t be saved If the measurement is saved successfully the instrument displays box...

Page 34: ...hed between HR and HL modes HR indicates that the angle increases as turning the alidade clockwise HL indicates that the angle increases as turning the alidade anti clockwise VA Press soft key F3 the vertical angle column is switched between Vz Vo Vh and V Vz is Zenith Mode Vo indicates that when the telescope is leveled the vertical angle is displayed as 0 0 0 at face left Vh is vertical angle Mo...

Page 35: ...formation You may now select file for saving When the measurement is out of the scope of compensator the instrument will display Tilt over and the measurement cannot be saved If the measurement is saved successfully the instrument displays box of Record for 0 5 second and switch back to the Distance Mode Meas Measure the distance and display SD HD VD Quit distance measurement with key ESC under co...

Page 36: ...tive result indicates that the measured slope distance is great than the evaluated one The lens should be shifted to the instrument Every time a stake out is finished then go to the second page with soft key F4 and press F2 Stake to repeat the process otherwise press DIST to switch back to Distance Mode m f i switch the units of the displayed distance between meters feet feet inches Notes indicate...

Page 37: ...ons explanation are as followed On the First Page Save save measurement After pressing soft key F1 a dialogue box of Information appears to the screen to ask you to enter Point name Code and Target Height The natural name of the point is to add 1 to the previous point name The code entered depends on your requirements and the target height depends on facts Press ENT to save measurement If having n...

Page 38: ...ns Target After finishing entering press ENT or the soft key Save to save the settings However the settings will be erased when shutting off if using ENT to save inversely using soft key Save will remain the setting forever providing that there is no change of the setting Press ESC to quit without saving If you want to check view the instrument height and target height you can go to the page above...

Page 39: ...et BBS again under Coordinate Mode you may enter the coordinate of BBS with keyboard or by pressing M Pt to transfer from the measured file or from the file of known points Known as shown in the picture above Press the soft key F3 to select known points Select a desired point from the current file and enter the list of points Select the points with the keys and press ENT to save your choice If can...

Page 40: ...te of measured point when prism cannot be place at the measured point or when distance measuring cannot be done Offset function is divided into Angle Offset Single Double distance Offset Plane Offset and Column Offset See reference in 8 Offset Mode Stake Press soft key F2 to operate staking out function With this function you may put designed data onto earth points See reference in 9 2 Staking out...

Page 41: ...tracking mode beside single mode for offset you must first press the key ESC to stop measuring before any followed operations 8 1 Angle Offset Mode This mode is specifically useful when setting up prism difficultly e g in the center of a tree Set up the prism at the point P which is the same horizontal distance away from the instrument The diagram for angle offset is as followed When measuring the...

Page 42: ...ate A0 or A1 Now turn around the alidade to aim at the offset point After the steps above the coordinate of the point is obtained then press soft key Next P to enter the offset measurement of the next point or press soft the key Record to save the coordinate of the offset point Finally press the key ESC to quit Angle Offset measurement 8 2 Single Distance Offset Mode If have already known the fron...

Page 43: ...t mode The coordinate and the horizontal distance of the A0 can be displayed on the screen Enter the interface of 2 Offset Dist 1 from the offset menu See the meaning of and in the diagram of single distance offset After entering the known offset distance you can press ENT to save the settings and enter the interface of Offset Dist 1 point Offset dist 1 Distance Left Right OSD m Front Behind OSD B...

Page 44: ...e screen if you want to measure next point press NextP If you want to save the result press Record Finally press the key ESC to quit Distance Offset measurement 8 3 Double Distance Offset Mode It is specifically useful when the measured point is exactly on the line of the two measurable points as well as the distance between measured point and the two measuring point is known ...

Page 45: ...f the measured point If you need the coordinate of A0 you should set the height of prism to zero If you need the coordinate of A1 you should set the height of prism to the real height 8 4 Plane Offset Mode Sometimes we wish to obtain the coordinate of some points where we cannot measure distance directly Fortunately we can measure the distances of another points and all these points are in a plane...

Page 46: ... and P3 as for P1 After the three points are measured enter the interface of offset plane Result Now turn around the alidade to aim at the offset point Mention that the offset point must be on the defined plane but not below the prism bar otherwise the result will not be correct The result of the coordinate of the offset point will be displayed on the screen if you want to measure next point press...

Page 47: ...he azimuth angle of the cylinder Enter 5 Offset column from the offset menu Press Meas If you need the coordinate of A0 you should set the height of prism to zero If you need the coordinate of A1 you should set the height of prism to the real height Then press Meas to start measurement Press ENT to accept the measurement result and enter the interface of Offset column Left edge Offset colum Prism ...

Page 48: ...n measurement The result of the coordinate of the offset point will be displayed on the screen if you want to measure next point press NextP If you want to save the result press Record Finally press key ESC to quit column Offset measurement Offset colum Right edge HR 183 58 31 SD 4 570 HD 4 458 VD 1 004 Enter Offset colum left edge HR 178 54 04 SD 4 570 HD 4 458 VD 1 004 Enter Offset colum Center ...

Page 49: ...t upwards by one column Shift downwards by one column Shift upwards by five columns Shift downwards by five columns ENT Select the current column of function and enter its dialogue ESC Quit the menu Numbers 1 9 be Pressed to enter the corresponding column of function Each column are marked with a number e g pressing the key 7 leads to an entrance to the interface of Grid scale 9 1 Surveying The fu...

Page 50: ...dinate File used when calling coordinate COD Code File used when calling code LH LS Defined alignment File working for staking out roadway Use keys to move the indicator to the wanted type of file and press Enter to enter the interface of the File list as followed Move the indicator to wanted file and press ENT or the soft key Enter to select it 9 1 2 Setup station The dialogue box followed includ...

Page 51: ...ate will remain its origin value and the instrument will display Can t be get Press M Pt Soft key F3 The operation is the same as that of K Pt 9 1 3 Setup BBS backsight point Setting up BBS is to establish the relationship between earth coordinate and instrument coordinate The way to call the coordinate of the backsight point from the files is the same as that of setting up station under this func...

Page 52: ...th Setting the azimuth angle as same as to set up BBS which is also to relate earth coordinate with the instrument coordinate However setting up azimuth angle is impossible when the azimuth angle of BBS is unknown Please aim at the BBS and input the BBS azimuth angle first You can choose one of them which are Orientation BBS and Orientation SetA because they both work for the orientation of BBS 9 ...

Page 53: ...ound will appear on the screen Press ENT to overlay or ESC to quit and go back to the previous page If choose not to check the instrument will directly save the coordinate of the point Edit point You may choose it if need to edit the information of points when auto saving after measurement If choose to edit manually then the system will enter the page of Information when pressing the soft key Save...

Page 54: ...g coordinates from Measured points or Known points which requires you to select a file in advance otherwise the system will go to page for selecting file automatically You may also select file under this Stake out XX page by using starkey function If you have called coordinates once the system will enter the page which the you have called coordinates from stakeout measurement After defining the st...

Page 55: ...t the lens can reach to expected stakeout point if moving downwards excavation Inversely it should move upwards fill Nex P press it to stake out the next point You may find the coordinate of the next point in the selected file and go back to the page of Stake out XX Press ENT to stake out the next point directly 9 2 2 Fast station When the current control station and the staking out point are not ...

Page 56: ...nt the system will display Next P Press soft key Next P Repeat the process above After measuring three points soft key Calc will appear on the screen If do not need resection then pressing Calc to display the result of resection Resection N0 3 VZ 77 18 30 HR 180 00 01 HD 4 978m T H 1 000 Next P Calc Resection N0 3 VZ 17 18 30 HR 10 00 01 HD 4 978m T H 1 000 Mode Angle Dist Resection N0 1 VZ 77 18 ...

Page 57: ...ed distance A large value of it indicates that an inaccurate coordinate of resection point or a error of BBS coordinate exits NaN the calculation error The maximum number of resection points is 5 9 2 4 Equidistant stake out Sometimes you may need to stake out N points on a line uniformly An equidistant stakeout is adequate in doing such work When undertaking equidistant stakeout you may first meas...

Page 58: ...ordinate and other information of the point manually and save them into the coordinate file for possible calling later on The keys is to help you to scan the data of the points e g 1 indicates the number of the point when it is recorded or scanned After recording one record press ENT to accept the setting and enter the setting page of the next record If you do not need the record any more press ES...

Page 59: ...ter choosing a tye of file you may enter the file list which displays the names of files Now take a measurement file as an example Select A001 File MEA and enter its page Now use keys to shift the indicator column to the wanted file Select Press soft key Select to select the current working file of the instrument You may select your file repeatedly and the selection can be checked in the Select fi...

Page 60: ... system will list out all codes in the file under measurement file the system displays the measured data under the current indicator column one by one You can use keys to view the former or latter record If you want to edit the data press Edit to edit the angle distance coordinate point name code and the height of target Mention that the LS file cannot be viewed under the Select file page You can ...

Page 61: ...d computer Firstly the data must be imported to the computer already and waited to be received by instrument Then press softy key Import to import the data After a success import the coordinates will appear at the bottom of the selected file while codes and defined line files will refresh all records automatically Import from USB disk The imported file which from U disk must be a a text format fil...

Page 62: ...elow Press the Import button the coordinates data in 0712 txt will be imported to the SVY COO file of Total Station then you can view the data in the menu of maintenance file 9 3 3 Export There are two ways to export the file one is exporting to PC another is exporting to USB 1 Export to PC Press MENU to enter the menu screen select File Export to enter the file export screen then select Export to...

Page 63: ...rement file Press the Export to export the data of a measurement file in the U disk ts_prj import directory The format of data exported is text and it can be processed by transfer software on PC 9 3 4 Format disk After pressing 4 Format disk a dialog box of Warning Formatting will lose data Export data first will appear on the screen Press ENT to continue formatting otherwise ESC to quit After for...

Page 64: ...115200 and Flow control to None Finally when all operations above are done press ENT to update Mention that the computer must be installed with correct drivers 3 Press key On Off on the instrument The page of hyper terminal is as followed Note you must be specifically cautious when updating As soon as you choose to update the instrument will enter updating mode If pressing key 3 under the page sho...

Page 65: ...mputer 6 Then the computer displays the process of sending After finishing updating please close the hyper terminal Before starting and operating the instrument please first unload the battery of it and then load it with battery again The instrument is successfully updated now 7 Press 6 button to upgrade the language file and the operating method is similar with upgrading the application The 5 but...

Page 66: ...y senseless files that have nothing to do with the total station measurements 9 4 Programs 9 4 1 Remote height REM REM is adequate for measuring the height of target when the prism cannot be placed at the target point Under REM mode you can place the prism on any point along the plumb line of the target point to obtain the height of target VD Prism height prism P Target point C There are two modes...

Page 67: ... from three opts T H to alter the target height Hdist to re measure horizontal distance ESC to quit REM measurement You can choice according to the actual usage Without TH 1 The system goes to REM prism page directly 2 Aim at the prism and press the soft key Meas to measure the horizontal distance of the prism from the instrument Press the soft key Enter to enter the interface of REM Base REM Pris...

Page 68: ... measure the horizontal distance ESC t o quit REM measurement 9 4 2 MLM Measure the horizontal distance dHD slope distance dSD elevation difference dVD and azimuth angle dHD between two target You may also enter the coordinate or call coordinate from files to calculate the value There are two modes of MLM 1 MLM A B A C measure A B A C A D i e the starting point is the reference point of all follow...

Page 69: ...e of MLM A B A C Step 2 Please enter the the height of target before measurement 3 Enter the coordinate as the same way of the process on step 1 page Then press ENT to enter the interface of MLM 1 B A C Result 4 Then it displays the result of MLM measurement You can press soft key Next P to continue MLM Measurement and repeat the Step 2 and Result pages The measuring process under MLM A C B C is a...

Page 70: ... is set zero and a piece of data for edge and angle is saved 5 After setting up station you may stimulate process in surveying to survey polar coordinates See process of setting up station and BBS in surveying Note If right angle buzz is on currently it will buzzes constantly after orientation You can turn the instrument around to close the buzz Also you can switch the right angle buzz off 9 4 4 C...

Page 71: ...ou to calculate out the area of the plane figure formed by measured or inputted coordinates 1 Enter the interface of Survey Area 2 Press soft key Input to call coordinates from coordinate file or input the coordinates manually with keyboard The coordinates are all listed in the screen and the maximum number of points when Area Surveying is 20 The inputted or measured coordinate is inserted below t...

Page 72: ...n Unknown point Z Measured point Prism B Prism A 0 0 0 This function is used to measure the length X of the prism point deviation from the starting point of baseline distance Y of the prism point deviation from baseline and altitude difference Z of the prism point deviation from the starting point of baseline The preparation before measurement is setting up the instrument height the target height ...

Page 73: ... EDM as an example Use keys to move the indicator up and down to the wanted opt Press soft key Enter to confirm your choice The instrument will display box of saved and the setting remains even after shutting down Afterwards the default EDM mode of the instrument will be that of your choice until next time you change the setting All the other settings under Config menu are similar to Mode of EDM P...

Page 74: ...et F2 Following the same steps the instrument will then calculate the index error and display it Now press ENT to save the index error calibration done otherwise press ESC to quit previous I E remains 9 6 2 Calibrate TILT When calibrating tilt please make sure that the tilt is off and the index error is little First place the instrument as picture shown below with collimator facing up This will he...

Page 75: ...firm after a stable readout appears 7 Set the vertical angle to V1 3 with the help of the vertical tangent screw Adjust the screw C to aim at the target precisely and press ENT to confirm after a stable readout appears Tips Don t worry if cannot remember the exact order of steps All the above will be displayed on the screen as small prompts e g F2 Up 3 The instrument will then calculate out and di...

Page 76: ...e Grid scale factor as shown in the picture above Press ENT to save the Grid scale and end the dialogue box A box saying Saved will flash once When the calculated grid factor is less than 0 99 or greater than 1 01 it indicates that one of the input between altitude and scale is wrong the system cannot receive the grid scale at this moment so you must input again Use ESC button to exit without savi...

Page 77: ... coordinate files will be saved into USB memory disc After choosing a disc the following measurement data and coordinate data etc will be saved into the selected disc After changing the storing disc the system will ask you to re select files ...

Page 78: ... 1 Inputting Roadway Roadway design requires to input horizontal alignment and vertical alignment The input will be saved to LS files The maximum number for elements is 21 in each file and the number of intersection cannot be greater than 7 10 1 1 Horizontal alignment An input for roadway design The element method Enter this function through pressing Re Define H and Resume H curve under Roadway me...

Page 79: ...Line Circle or Spiral alternately Note Do not define the length as 0 0 which serves for ending alignment Input line Input Circle The input of Radius can be negative The positive direction is the right direction along the designed roadway and the left is negative The length refers to Arc length Input Spiral Define H Spiral Radius Length B S Clear Enter Define H Circle Radius Length B S Clear Enter ...

Page 80: ...the inputted element e g If you found errors here you may press the soft key Edit to edit it now Check other elements one by one with the keys PgUp or PgDn Press Add to continue the input of Horizontal alignment The Intersection method After choosing I P and finishing inputting Define H Begin press ENT to enter the page of inputting intersection as followed The column Pt 1 is in relation to your i...

Page 81: ... entered at all there will be no response from the instrument If inputting is done press ESC to quit the dialogue The system will then goes to List of H curve Now press Save to save the information into LS files Press View to check the inputted data and edit them Press Add to go back to the Define H page to continue defining horizontal alignment Repeat the steps above until the inputting are finis...

Page 82: ... shutting the instrument down The data can be used to staking out roadway immediately if needed 10 2 Staking out Roadway You can used the inputted or imported LS files in staking road way When staking out roadway you can select the desired file any time for the demand so that staking out roadway with any mileage can be done easily You may not be worried about the problem that the capacity of 20 po...

Page 83: ...o select roadway file LS file 1 Menu 4 Program 7 Roadway 1 Open shape file 2 Menu 4 Program 7 Roadway 6 Stake out road 1 Select file Both ways above lead to page of select file Shift indicator down to the opt File LH and press soft key Enter The system will list out the available LS files After selecting file press ENT to load the buffer storage cache with the selected LS file If you have already ...

Page 84: ...h between Roadway Left Roadway Center Roadway Right Press Stake under this page Point name indicates the mileage of the selected stake The system accepts maximum 8 characters of the point name You may now press Record to save the point to be staked out to the current coordinate file otherwise press ENT to display the azimuth angle and horizontal distance of it You may now press Dist to stake out p...

Page 85: ...o the center 2 Turn the instrument 180 to check that whether the bubble is in the center If the bubble is not centered repeat step 1 until the bubble is in center 3 Turn the instrument 90 and use the third foot screw to adjust the bubble to the center 4 Repeat the steps of checkout and calibration until the bubble in the center in every direction 11 2 Circular Level Check After the level tube is c...

Page 86: ... picture the crosshair doesn t need to calibrate If A point deviate from vertical line center as the right picture the crosshair is slant so need to calibrate the reticle Calibration 1 First take down the reticule cover between telescope eyepiece and focusing handwheel and you can see four fixed screw of the reticle bed sees attached figure 2 Unscrew the three fixed screw evenly with screwdriver r...

Page 87: ...ad the horizontal angle e g HA R 190 13 40 4 If 2C L R 180 30 20 the instrument need to be calibrated Calibration 1 Use the horizontal slow motion knob 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 reticule bed cover between the telescope eyepiece and focusing handwheel adjust the calibration screw of the crosshair on the ...

Page 88: ... display of the vertical angle will change from changing until disappear to appear Tilt over correspondingly it indicate that the dip Angle of the vertical axis is bigger than 3 beyond the range of vertical plate compensator design When rotating the feet spiral recovery in the opposite direction the instrument shows vertical Angle again if you can see the change when testing it again and again in ...

Page 89: ...cal plummet for the optical plummet or press key to switch on laser plummet move the white paper to make the cross in the center in the field of view or laser flare 3 Turn the feet screw make the center mark of the plummet coincide with the cross center 4 Rotate alidade every turn of 90 observe the contact ratio of the optical plummet and cross center 5 When rotate the alidade the center of the op...

Page 90: ...lection prism accurately 2 After setting the temperature and atmospheric pressure of the instrument measure the horizontal distance of A B and AC accurately 3 Place the instrument at point B then centering it accurately to measure the horizontal distance of BC precisely 4 Obtain the distance measurement constant of the instrument K AC AB BC K should be close to zero if K 5 mm it should be send to ...

Page 91: ...gnal value through starkey Para Signal find the center of the launch axis 4 Check whether the telescope crosshair center coincide with the emission photoelectricity axis center if they coincide on the whole we can say it qualified Calibration If the telescope crosshair center deviate from emission photoelectricity axis center largely send it to professional repair and calibration department 11 10 ...

Page 92: ...through the telescope you can see the offset between the red laser point and the reflector crosshair center you can observe this above the telescope or at the side face of reflector If laser center coincide with the crosshair center it indicates that the adjustment meet required accuracy If the offset between the point position and the mark of crosshair is out of limit will need to send it to prof...

Page 93: ...essure 2000m 2500m Ranging with reflector 800m Precision precise coarse measurement tracking 2mm 2ppm Measuring time single repeated tracking 2 4s 1s 0 6s Distance measuring with No prism Ranging with white target plate 350m for short distance with no prism measurement Ranging with single prism 7500m Precision short distance tracking prism 3mm 2ppm Time for a measurement short distance tracking pr...

Page 94: ...range operation 20 50 Temperature range storage 40 70 Water proof dust proof according to standard IEC60529 IP54 Weight Weight including battery and tribrach 5 5kg Battery supply Type High energy lithium battery Voltage capacity 7 4 V 3000 mAh Working duration 16 hours under 25 with a fully charged battery measuring once for every thirty minutes Constant angle measuring mode Number of measurements...

Page 95: ...ery record consists of two lines 1st line records the record type point name target height code e g STA station point SS BBS backsight point SC coordinate data SD distance measured SA angle measured 2nd line records the data type and the data record e g NEZ the following figures are coordinates ENZ the following figures are coordinates HVD the following figures are horizontal angle vertical angle ...

Page 96: ...oose measurement Z44090 003 18 HD accurate measurement Z45091 003 19 HD repeat accurate measurement Z51094 003 20 VD tracking measurement Z52093 003 21 VD loose measurement Z53092 003 22 VD repeat loose measurement Z54091 003 23 VD accurate measurement Z55090 003 24 VD repeat accurate measurement Z61093 003 25 NE tracking measurement Z62094 003 26 NE loose measurement Z63095 003 27 NE repeat loose...

Page 97: ... 120 30 40 d g m degree grad mil usually d HD Horizontal distance1174 572m 8 digits t Tilt correction t yes no L EDM return signal level 15 2 digits P Don t care 0 Don t care BCC Block check character 099 3 digits ETX 03H to show the end of text CR The optional ASCII character 0DH LF The optional ASCII character OAH 2 V or H angle mode ID 3CH TILT Tilt correction usually 0 3 N or E or Z coordinate...

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