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Hi-Target ZTS-320R Series, Manual, Page: 141 / 154

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Hi-Target ZTS-320R Series Manual Download Page 141

141 

 

instrument is over 3′, which is over the range the instrument 

was designed to compensate. Screw the leveling screw back 

towards the opposite direction, the vertical angle re-appears on 

the screen. It shows that the tilt works well now. Users may 

observe the change of the readout about the critical point. 

Calibration 

When finding the tilt compensator abnormal, please send 

the instrument back to factories for servicing. 

 

11.6 Vertical index error (angle i) and set vertical index 0 

 

Please first adjust finely the reticule of the telescope and 

the tilt compensator before calibrating and checking index 

error. 

Check 

1. Turn on the instrument after placing and leveling it. 

Aim at any clear target A with the telescope and readout the left 

vertical angle L. 

2. Turn the telescope around and aim at the same target A 

and readout the right vertical angle R. 

3. Assume that the zenith of the vertical angle is 0°, then 

angle i= (L+R-180°)/2      OR     

Angle i= (L+R-540°)/2 

4. If the absolute value of I is greater or equal to 

10″(|i|≥10″), it will be necessary to set 0 for the vertical index. 

5. The following steps see reference in 9.6.1. 

 

Summary of Contents for ZTS-320R Series

Page 1: ...ny operations Should you run into any problem Hi Target s technical support team will be happy to assist you Product insurance In order to provide best service of our company please send back the instruments version number purchasing date and your valuable suggestions to us Thank you for your cooperation Notice We reserve the rights of the updating of the products and the improvement in the techni...

Page 2: ...ranging which may be survey for distant speedy precise measurement with all kinds of different materials and colors e g metope of the building telegraph pole wire cliff massif soil timber pile etc especially for the measurements of targets that cannot be accessed favorably 4 Excepting for common functions some special measurement procedures include Remote Height REM Measurement OffsetMeasurement M...

Page 3: ...3 6 A laser plumb is adapted for convenient input of parameters of the stations set ...

Page 4: ...mperature between the storehouse and the work field please do not unpack and draw outthe instrument from the tool box until the instrument reaches the environmental temperature in order to obtain precise measurement 5 If decide not to employ the instrument for a long term the battery should be unloaded A monthly charging is requiredfor promotion in longevity of the battery 6 When transporting the ...

Page 5: ...ase wipe it dry with clean soft cloth and put it in ventilated place Do not work with the instrument or pack it until it is fully dry 10 Please check out that the indicators functions power supply initial setting and correction parameters of the instrument meet the requirements before operating 11 Any non professional maintenance personnel are not allowed to dismantle the device even if the instru...

Page 6: ... 3R IIIa which is recognized by the symbolsstuck above the horizon axis locking knob of the instrument saying Class 3A Laser Product The Total Station is classified as Class 3R Laser Product and abides by the class of Laser Product according to IEC Standard Publication 60825 1 2001 For Class 3R IIIa Laser Product its emitted laser with wavelength between 400nm and 700nmcan be at most 5 times of th...

Page 7: ... is destructive Precautions Do not see directly into laser beams nor point laser to others The reflection of laser beams received is essential signals of instrumental measurements Warnings Improper employment of Class 3R Laser instruments is destructive ...

Page 8: ...se laser instruments b Laser warning symbols are to be set within the scope of the laser when operating these laser products c Do not look directly into laser beams or look into laser beams with optical instruments d An obstruction of laser beams is required at the terminal of working path of the laser beams When there is a person within the confined space determined byInjurious Distance of laser ...

Page 9: ...e refers to the maximum distance between the source of the laser beams and the point where the laser beams decay enough to not harm human beings The injurious distance of Class 3R IIIa products is 1000 metres 3300feet As exceeding this distance 1000m 3300ft the laser intensity decays to that of Class 1 which would not injure human eyes when looking directly into it ...

Page 10: ... Star Key Mode 30 3 Initial Setup 33 3 1 On Off 33 3 2 Setup of Skewed Calibration of horizontal and vertical angles 34 3 3 Setup of Target Type 34 3 4 Setup of Reflecting Prism Constants 35 3 5 Signal 35 3 6 Setup of Atmospheric Correction 36 3 6 1 Alter Atmospheric Correction value ppm directly 36 3 6 2 Calculate Atmospheric Correction out with temperature and pressure sensor 37 3 7 Correction o...

Page 11: ...4 5 Dismantling pedestal 49 4 6 Adjusting eyepiece lens of the telescope and shacking on the target 50 4 7 Entering letters and numbers 50 5 Angle Mode 54 6 Distance Mode 57 7 Coordinate Mode 61 8 Offset Mode 67 8 1 Angle Offset Mode 68 8 2 Single Distance Offset Mode 70 8 3 Double Distance Offset Mode 72 8 4 Plane Offset Mode 73 8 5 Column Offset Mode 75 9 Operating Menu 78 9 1 Surveying 79 9 1 1...

Page 12: ...nagement 94 9 3 1 File dialogue box 95 9 3 2 Import 97 9 3 3 Export 100 9 3 4 Format disk 102 9 3 5 Information of disk 102 9 3 6 Entering coordinates 102 9 3 7 Update 102 9 3 8 The instrument as a memory disc 105 9 4 Programs 106 9 4 1 Remote height REM 106 9 4 2 MLM 109 9 4 3 Polar Coord Measurement 111 9 4 4 Coord Z 112 9 4 5 Area 114 9 4 6 Projection 116 9 4 7 Roadway 117 9 5 Options 117 9 6 C...

Page 13: ...ay File 133 10 2 2 Setting stations and BBS back sight points 134 10 2 3 Staking outRoadway 134 11 Adjustments and Corrections 136 11 1 Tubular Level 136 11 2 Circular Level 137 11 3 Reticule of the telescope 137 11 4 Perpendicularity of Collimation axis and Cross axis 2C 139 11 5 Tilt compensator 140 11 6 Vertical index error angle i and set vertical index 0 141 11 7 Centering device 142 11 8 Add...

Page 14: ...14 12 Technical parameters 147 Appendix A Explanation of file formats 150 Appendix B Explanation of Protocol command 151 Appendix C Explanation of format data 153 ...

Page 15: ...t years digital total stations has even become effective tools for large scale precision engineering measurements shipbuilding and aviation industry The ZTS 320 R series total station is equipped with absolute code dial system integrated circuit control board ranging item and microcomputer for measurements of angle anddistance and for calculation display depositing and etc It can exhibit horizonta...

Page 16: ...16 verticality pipeline positioning cross section measurement etc It also meets requirements for measuring trigonometrical framework relief landform cadastre and house property ...

Page 17: ...17 2 Names and functions of the components 2 1 Names of components ...

Page 18: ...18 ...

Page 19: ...Function ANG Angle Measurement Enter Angle Mode can be also done by pressing the Up key under other modes or pages DIST Distance Measurement Enter Distance Mode can be also done by pressing the Down key under other modes or pages CORD Coordinate Measurement Enter Coordinate Mode can be also done by ...

Page 20: ... and end the dialogue Can be also used to open and close the right angle buzzing function when detecting right angle under basic measurement modes ANG DIST CORD MENU ESC Exit quit End the dialogue box without saving inputs ON OFF On Off Switch on or off the instrument F1 F4 Soft Keys See the bottom of the display screen The characters aligning with these keys indicate their corresponding functions...

Page 21: ... for entrance of dialogue box for choosing opts e g display contrast night lighting compensation on off distance measurement parameters files selecting Symbols on the display screen Symbol Indication Vz Zenith Mode V0 When the telescope is leveled the vertical angle is displayed as 0 0 0 at face one Vh Vertical angle Mode being 0 and has a positive angle of elevation and a negative angle of depres...

Page 22: ... to stake out differences between north coordinates E East coordinate dE is to stake out differences between East coordinates Z Elevation coordinate dZ is to stake out differences between Z coordinates EDM Electronic Distance Measurement is under operation m Unit in metres metric units ft Units in feet fi Units in feet and inches Figures on the left of decimals represent feet and those on the righ...

Page 23: ... reference Functions B S Backspace Delete one last character on the left of the inserter in the edited column Clear Delete all typed in content in the edited column Enter End inserting in the currently edited column and inserter goes 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 typed in content and end the dialogue box...

Page 24: ...f the station where instrument is placed BBS Enter coordinates of the point where the target is Meas Start distance meter to measure distance Save Start distance meter when being under Coordinate and Distance mode Then save the result of this measurement and name of point is added by one automatically Measurement cannot be saved when it is out of the scope of tilt compensation Tilt over Comp Displ...

Page 25: ...Function 1 F1 Save Save measured angle record into selected file F2 Set0 Set the horizontal angle to 0 F3 SetA Set evaluated horizontal angle with keyboard which should not be greater than 360 F4 P1 2 Display the second page for soft key functions 2 F1 Hold Hold on the horizontal angle readout The horizontal angle ...

Page 26: ...rizontal right clockwise and HL horizontal left anticlockwise mode F3 VA Vertical Angle Mode altitude angle Zenith Horizontal 0 slope F4 P2 2 Display the first page for soft key functions 2 3 2 Distance Mode including two menu pages Page Soft key Reference Function F1 Save Start distance ...

Page 27: ... between four distance measurement mode single accurate measurement sngl repeated accurate measurement rept continue measurement cont tracking track F4 P1 2 Display the second page for soft key functions 2 F1 Offset Start offset measurement eccentric measurement F2 Stake Stake out distances F3 m f i Switch distance units between meters feet feet inch F4 P2 2 Display the first page for soft key fun...

Page 28: ...surement and save measurement into selected files measurement file File MEA or coordinate file File COO are selected in operating menu or by star key F2 Meas Start coordinate measurement F3 Mode Switch between four distance measurement mode single accurate measurement sngl repeated accurate measurement rept continue ...

Page 29: ...rdinates of BBS back sight point and back sight angle F3 STA Set coordinates for station F4 P2 3 Display the third page of soft key functions 3 F1 Offset Start offset measurement eccentric measurement F2 Stake Stake out coordinates F3 SetA Set azimuth the same as setting horizontal angle under Angle mode F4 P3 3 Display the first page of soft key functions ...

Page 30: ...e When finishing single measurement or repeatedmeasurements under each mode a dialogue box information asking you to save coordinates you may rename and code the points or set target height Key ENT saves the coordinates into measurement files If choosing 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...

Page 31: ...or by pressing left key Each time a left key is pressed reflectance target is switched between prism Prism no prism NP and reflector board RB Pressing key F3 to switch on or off visible laser beams Pressing key F4 to select parameters which deals with settings of prism constants PPM value and atmospheric temperature and pressure Pages for parameters setting with respect to distance measurement is ...

Page 32: ...r up all typed in characters in the current column Signal Detect and display the intensity of signal of laser Notice that the laser will be on automatically even if you haven t set it on Take care that your eyes are not in the scope of path of laser Enter Move inserter to the next column Press ENT to save the settings Temp 20 0 Press 1013 0 hpa Prism c 0 0 mm PPM 0 0 ppm Signal BS Clear Signal Ent...

Page 33: ...as below The instrument is now switched on Picture for reference Kind prevail Now self checking is accomplished and the instrumentautomatically enters Angle Mode see details in 5 Angle Mode Repressing the On Off key leads to a dialogue box of Switch Off Press ENT to switch off ENT Shut off ESC Quit Quit after three seconds ...

Page 34: ...ent must be leveled by adjusting foot screw ZTS 320 R series Total Station is capable of compensating and correcting horizontal angle readout errors caused by the tilt along the X direction Switching off compensator is sensible when the instrument is under unstable condition or in a windy day Thus interruptions caused by vibration and constant displaying of Tilt over references of the instrument c...

Page 35: ... 3 5 Signal The function of signal is to help display the intensity of signal of 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 mini...

Page 36: ...series Total Station i e the atmospheric conditions when the correction is 0 Atm 1013 Pa Temp 20 How is atmospheric correction calculated S 277 825 0 29434P 1 0 003661T ppm In the formula S correction constant unit ppm P atmospheric pressure unit hPa T temperature unit 3 6 1 Alter Atmospheric Correction value ppm directly Measure the temperature and pressure and find out the atmospheric correction...

Page 37: ...5 Press soft key Enter to move the inserter to the prism c column the PPM column now displays 3 Press ENT to save the parameter setting Our system will display Record name of the point and quit the dialogue box The point is now saved 3 7 Correction of Atmospheric refraction and Earth Curvature When measuring horizontal distance and elevation our instrument is capable of correct the atmospheric ref...

Page 38: ...sα H S sinα In the formulae K 0 14 Atmospheric refraction constant can be selected by practical Re 6370 km Radius of curvature of Earth α The vertical angle counted from the horizon S Slant distance Alternative values for K are 0 0 14 0 2 3 8 Setup of the minimum readout of angles See 9 Operating Menu The operation on the instrument follows MENU 5 Parameter settings 6 Minimum readout of angles 3 9...

Page 39: ...e wanted opt Press soft key Enter or ENT to save the setting Pressing ESC will result in no changes of settings 3 10 Setup of Addictive and Multiplying Constants See reference in 9 Operating Menu The setup of addictive and multiplying constants on the instrument follows MENU 6 Calibrate cofig 3 Add const The constants are already set through strict measurement when being sold Generally users seldo...

Page 40: ... 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 3 Orientation BBS or Stake out XX Menu 2 Stake out 5 Stake out pages MEA Measurement File working for storing data COO Coordinat...

Page 41: ...king out roadway Use keys to move indicator to the wanted type of file and press Enter soft key to enter the File list as followed Move the indicator to wanted file and press ENT or soft key Enter to select it F I L E New Del View A MEA Select ...

Page 42: ...ing screw on the aiming component and the leveling bubble on the pedestal face upwards Lay down the instrument into the tool box with objective lens of the telescope facing downwards Tighten the vertical locking screw gently and mantle the box Lock the box 4 2 Storage the instrument Reference for operation Install the instrument onto the tripod gently and level the centering of the instrument prec...

Page 43: ...ent onto the tripod gently You may hold the instrument with one hand and unscrew the screwconnection on the instrument with the other Move the instrument slightly on the top of the tripod until the plumb ball align with the center of station site sign Screw up the connection screw 3 Using circular level to level the instrument coarsely Twist and adjust the two leveling screw A and B on the bottom ...

Page 44: ...off the horizontal locking screw and turn the instrument around to make the tubular level parallel to the line connecting any two adjacent A and B to move leveling bubble to the center Turn the instrument around about the vertical axis by 90 and re center the bubble ...

Page 45: ...e center and that the top is leveled Screw up the three locking screw Make sure that the center of the tripod top is right above the station Stamp one foot on the ground with your feet 2 Install the instrument gently on the top of the tripod and screw up the screw connection Open the laser plumb through star key to aim at the station precisely 3 Using circular level to level the instrument coarsel...

Page 46: ...other unstamped feet of the tripod and adjust their position according to the plummet As soon as the plummet aims at the stationcoarsely stamp all three feet on the ground Make the plummet aims at the station precisely by adjusting the three leveling screws of the instrument 4 3 Unloading and charging batteries and information of battery conditions Notes The working duration of batteries depends o...

Page 47: ... A cessation of measurement may occur sometimes when switching from angle mode to distance mode due to a dead battery Notes for loading unloading batteries For every time one unloads the battery case the instrument must be firstly shut off When loading the instrument with a battery first insert the battery to the battery case Then press the top of the battery until you hear a click Please press th...

Page 48: ...ms exist It is recommended to continue charging for 1 or 2 hours after the light turn green Once the red light flashes constantly after the charger is plugged into the outlet of 110V 220V AC power supply please remove the battery and reconnected it after 3 or 5 minutes Though the charger is designed with overcharge protection circuit one must unplug the charger after finished charging Suitable tem...

Page 49: ...oup available on the market Users may equip their instrument based on the requirements of measurement 4 5 Dismantling pedestal Dismantle The pedestal can be unloaded from the other pedestal of the reflecting prism of the instrument by loosening hook screw on the pedestal with a screw driver and anti clockwise turn the screw around by 180 Install Insert the three feet into corresponding holes on th...

Page 50: ...proper distance about 200mm away from the sighting device Obtain a sharp image of the target on the reticule with the focusing screw of the telescope 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 parallax 4 7 Entering letters and numbers The page for ...

Page 51: ...7 for once displaying S in the column Cease operation for at least 0 4 seconds Press key 7 for three times displaying SU in the column If the interval between pressing is over 0 4s and the letter inserted is not desired you may use keys to move the inserter left and right to letter to be altered Then the letter can be altered by keys The letter on the left of the inserter is the letter altered Pre...

Page 52: ...1A in the column Press soft key Enter to move inserter down to the STN column The system switches to number entering mode automatically and no letters can be inserted in at all The page is as followed Press keys 1 2 3 4 5 6 one by one Also you may finish entering numbers first then press to alter its nature Now press ENT to save the information entered and quit ...

Page 53: ...53 Notes If 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 ...

Page 54: ...atural 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 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 sco...

Page 55: ...ee minute and second mode then enter 123 4556 The page is as followed Now press F4 to save the setting or ESC to quit If the set angle is greater than 360 the instrument will display HA ovetop On the Second Page Hold can be used to set horizontal angle Turn around the aiming component to the wanted horizontal angle and press soft key F1 Now the readout of horizontal angle is hold and not changing ...

Page 56: ... clockwise around the vertical axis 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 one Vh is vertical angle Mode being 0 and has a positive angle of elevation and a negative angle of depression V is Slope Mode The range for slope that can be displaye...

Page 57: ...ents and the target height depends on facts Press ENT 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 when pressing Save and the measurement cannot be ...

Page 58: ...oose the times for repeated measurement The number of times can be between 3 and 9 On the Second Page Offset Enter off center eccentric measurement See reference in8 Offset Stake Stake out distances The key Mode under this page is to switch the typed in distance between HD VD and SD The initial mode of typed in distance is HD When finishing entering press soft key Enter Stake out by distance HD B ...

Page 59: ...hat the measured elevation difference is greater than the evaluated one The lens should be shifted downwards excavation dsd is to stake out differences between slope distances A positive 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 go to the second page with soft key F4 and press F2...

Page 60: ...r F2 appears or on the screen which indicates that the distance measurement is under operation and displays the current measuring mode S R C T When quitting distance measurement with ESC the disappear indicates distance measurement with prism indicates distance measurement without prism ...

Page 61: ...efore coordinate measurement Coordinate measurement diagram There are three pages for coordinate mode being switched with soft key F4 The functions explanation are as followed On the First Page Save save measurement After pressing soft key F1 dialogue box of Information appears to the screen asking you to enter Point name Code and Target Height The natural name of the point is to add 1 ...

Page 62: ...ement cannot be saved If the measurement is saved successfully the instrument displays box of Record for 0 5 second and switch back to the Coordinate Mode Meas Press soft key F2 to start distance measuring device The instrument will calculate out the coordinate of the target point and display If the current distance measuring mode is continue or tracking mode then you may continually press ESC to ...

Page 63: ... providing that there is no change of the setting Press ESC to quit without saving When checking and viewing the instrument height and target height you may also go to the page above The range for I H and T H is 99 999 If being over the range a box of I H overtop or T H overtop will appear on the screen BSS Press soft key F2 to enter page of BBS as followed Height of Ins Target I H T H m B S Clear...

Page 64: ...t station In order to avoid repeated operation please first operate the function of STA Station then set the BBS and orient When orientation please aim at the BS target precisely Orientation can be done with Set 0 Set A and Hold under Angle Mode or Coordinate Mode If the orientation is already done under Angle Mode then setting BBS again is not necessary under Coordinate Mode Users may enter the c...

Page 65: ... to end the dialogue the system will ask you to aim the BBS for concerns of orientation Tip When selecting coordinate data you may easily change files We suggest you to establish a sub file for well categorizedcoordinate files and code files It will help you to remember the point names and to speed up the process of searching for points STA The entering of STA is the same as that of setting BBS Us...

Page 66: ... 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 Set A Press soft key F3 to enter the current azimuth angle of BBS Mention that you must aim at the BBS to...

Page 67: ...ollowing offset functions discussed below first press CORD to enter coordinate measuring mode Then turn the page of soft keys to 3 with soft key F4 Press Offset and now you enter the Menu for Offset You may choose the desired mode now Before operating these functions please first set STA orientation instrument height and target height for the instrument Mention that any time one selects repeated c...

Page 68: ... distance away from the instrument as A0 is from the that The diagram for angle offset is as followed When measuring the coordinate of the earth point A1 of the projection of AO set up the instrument height and target height When measuring the coordinate of AO set up instrument height only and the target height should be set to 0 Enter 1 Offset Angle and the page is as followed ...

Page 69: ...here prism is placed You may use soft key T H to re set target height before measurement if needed Press Meas to start measurement After measurement press ENT to enter Offset Angle Result the offset points here indicate A0 or A1 on the working path ...

Page 70: ... measurement 8 2 Single Distance Offset Mode If have already known the front behind and left right offset along the direction of observationthat the measured point A0 is away from the target point A1 you may measure the coordinate of A0 through distance offset In order to measure the coordinate of A0 enter the offset distance oHD as shown below and measure A1 under distance offset mode The coordin...

Page 71: ... Enter 2 Offset Dist 1 from the offset menu Seemeanings of and in the diagram of single distance offset After entering the known offset distance press ENT to save the setting and enter Offset Dist 1 point ...

Page 72: ...nt press soft key Record to save the coordinate of the offset point Finally press key ESC to quit Distance Offset measurement 8 3 Double Distance Offset Mode It is specifically adequate when the measured point is exactly on connection of two measurable points as well as the distance between measured point and the final measuring point is known Enter the Offset dist2 distance page through the offse...

Page 73: ...ordinate of the measured point If the measured point is A0 then the target height should be 0 If the coordinate of A1 is wanted please enter the target height ahead depending on facts 8 4 Plane Offset Mode The plane offset mode is specifically adequate for measurement of points that cannot be measured with its horizontal distance e g Measuring the distance or coordinate of a ridge of a plane First...

Page 74: ...soft key Meas to measure the first point P1 After measurement press ENT to accept the result Mention that the target height is set to be 0 automatically After pressing ENT users enter Offset plane Pt 2 Repeat the process for P2 and P3 as for P1 As the three points are measured users enter offset plane Result ...

Page 75: ...fset measurement of the next point press soft key Record to save the coordinate of the offset point Finally press key ESC to quit Plane Offset measurement 8 5 Column Offset Mode Firstly users should measure the azimuth angle and coordinate of P1 on the cylinder under this mode Then calculate the horizontal distance azimuth angle and coordinate of the cylinder by measuring the surface points of tan...

Page 76: ...te of P0 is wanted please set target height to be 0 before measurement If coordinate of P0 is wanted please set target height depending on facts Then press Meas to start measurement Press ENT to accept the measurement result and enter Offset column Left edge ...

Page 77: ...and press soft key Enter Enter Offset column Center which displays the result of Offset column measurement Now press soft key Next P to enter the offset measurement of the next point press soft key Record to save the coordinate of the offset point Finally press key ESC to quit columnOffset measurement ...

Page 78: ...en The useful keys under menu page are Shift 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 Press to enter corresponding column of function Each column are marked with a number e g pressing key 7 leads to an entrance to Grid scale ...

Page 79: ...e for storage of measurement result and record a coordinate file for accessing known points and a code file for fast checking codes must be selected before any measurement An LS file is specifically for staking out roadway The dialogue box of select file is as followed Surveying 1 Select file 2 Station 3 Orientation BBS 4 Orientation SetA 5 Surveying 6 Config of Surveying ...

Page 80: ...File being used when transferring code LH LS Defined line File working for staking out roadway Use keys to move indicator to the wanted type of file and press Enter soft key to enter the File list as followed Move the indicator to wanted file and press ENT or soft key Enter to select it F I L E A MEA New Del View Selec ...

Page 81: ...g coordinate from K Pt Known points and M Pt Measured points users may input the coordinate of a station Press Input soft key F1 to enter the coordinate of a station manually See reference in 4 7 entering numbers and letters to set station Press K Pt Soft key F2 to enter a coordinate file Select the desired point and enter the list of points ...

Page 82: ...ent coordinate To transfer coordinate of points from files under this function is the same as set up station After inputting the coordinate of the BBS users have to aim at the BBS to orient as well As soon as the orientation finishes the horizontal angle column on the screen displays the earth azimuth angle After entering or transferring the coordinate of the BBS please Aim the BBS and press Enter...

Page 83: ...record 9 1 4 Setup of azimuth To set up the azimuth angle is the 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 BBS azimuth angle is unknown Please aim at the BBS and input the BBS azimuth angle first Choosing one from Orientation BBS and Orientation SetA is adequate within one setup of station They ...

Page 84: ...tion Edit the point name and code and save If have set the instrument to edit first how to set after pressing soft key F4 EDM users may first enter the Information page then measurement The operations are similar Press soft key F2 Offset to enter offset menu Select one mode and start offset measurement Press soft key F3 Save to start distance measurement After a successful measurement the coordina...

Page 85: ...e found 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 Users may choose if 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 soft key Save If cho...

Page 86: ... to and transfer coordinate of STA and BBS and data of staking out point etc 2 Setup STA 3 Setup BBS 4 Enter the staking out coordinate and start staking out The Menu for staking out is as followed The Setup Station and Orientation BBS are the preparation work for staking out If users have already setup station and orientation of BBS re setting them are not necessary ...

Page 87: ...ng coordinates 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 users have transferred coordinates once the system will enter the page which the users have transferred coordinates from Staking out survey After defining the staking out coordinate press ENT to enter staking out survey HR DHR HD DH...

Page 88: ...lens can reach to evaluated staking out point if moving east Inversely it should move west dZ a negative value indicates that the lens can reach to evaluated staking out point if moving downwards excavation Inversely it should move upwards fill Next point press it to staking 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 X...

Page 89: ...erring later on Sequence same point and edit point functions under Config of survey is valid here as well 9 2 3 Resection method Enter the coordinate of the first point To input see reference in STA of Coordinate measurement Press ENT to enter the measurement page of Resection No 1 Vz 90 12 22 N 200 54 12 E 10 756 m Z 0 004 TH Mode Meas ...

Page 90: ...tem 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 No 1 Vz 77 18 30 HR 180 34 55 HD 4 978 T H 1 000 Next p Calc Resection No 1 Vz 77 18 30 HR 180 34 55 HD 4 978 T H 1 000 Mode Angle Dist ...

Page 91: ...rdinate is the NEZ coordinate of the instrument station dCoord the error of NEZ coordinate when redundant observation exists in resection MdHD the maximum error of evaluated distance A large value of it indicates an inaccurate coordinate of resection point or a error of BBS coordinate NaN calculation error The maximum number of resection points is 5 Resection Result dN 0 002 dE 0 005 DZ 0 005 MdHD...

Page 92: ...niformly An equidistant stake out is adequate in doing such work When undertaking equidistant stake put users may first measure the coordinate of the origin begin prism P0 then that of the terminal end prism P1 After the measurement the system enters a page of Equidistant input as followed ...

Page 93: ...nts staked out uniformly from the begin to the end The equidistant stake out page is as followed 9 2 5 Entering coordinates Sometimes users may transfer a few of coordinate files when undertaking the following measurement You may also enter the coordinate and other information of the point manually and save into the coordinate file for possible transferring later on P name Cord N E Z BS Clear Num ...

Page 94: ...ecord press ENT to accept the setting and enter the setting page of the next record If do not need record any more press ESC to quit Input coordinates function The system will now ask users if he or she wants to save the record After choosing save the record will be saved into coordinate files 9 3 File Management The menu for fileman is as followed ...

Page 95: ... View which is called File management here After choosing a file users may enter file list which displays the names of the file All files obeys the same rules of operations Now take measurement file as an example Select 1 File MEA and enter its page Now use keys to shift the indicator column to the wanted file ...

Page 96: ...g out roadway The files relates to the related files e g MEA files are specifically for measurement and COO files are specifically for coordinates However the selected files are not saved to system files when shutting down You may have to save the file names under Select files dialogue box New establish a new file in the instrument Press soft key New and the instrument will ask you to enter the fi...

Page 97: ... to view the former or latter record Press Edit to edit the angle distance coordinate point name code and target height Mention that the LS file cannot be viewed under the Select file page Users can only view LS files by lining when staking out roadways 9 3 2 Import There are two ways to import files one is importing from PC another is importing from USB All files in the instrument are binary To i...

Page 98: ...s being set with soft keys Fast and Slow Usually 115200 Baud is adequate for importing File Used to select a file for storage of the imported data After pressing File a box asking you to select file will appear to the screen Shift the indicator to the wanted file and press ENT to select You may establish a new file if not finding adequate file Import Import data The process of importing requires a...

Page 99: ...the last line AT the USB interface of instrument s you should insert U disk and turn on the instrument Press the MENU button to enter the menu screen select File Import enter the file imported menu select Import from a USB enter the importing function interface which is shown below If the current coordinate file is saved in the flash memory the instrument the name of it is the filename by default ...

Page 100: ...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 Export to PC Press MENU to enter the menu screen select File Export to enter the file export screen select Export to PC option the export window as shown below ...

Page 101: ...er on Press MENU button to enter the menu screen select Export to enter the menu of export file select Export to USB the exporting window as shown below the file exported is defaulted to be measurement file and you can re select Select File button to choose the file you want to export and the file name exported is defaulted to be a text file which is the same name of measurement file Press the Exp...

Page 102: ...trument will disappear Please pay special attention to it 9 3 5 Information of disk A box displaying the space available in unit KB of the electrical disk in the instrument will appear on the screen when entering Information of disk Measurement data for ten points approximately occupy 1KB 9 3 6 Entering coordinates See reference in 9 2 5 9 3 7 Update 1 Enter PIN code 82543 and press ENT The instru...

Page 103: ...en 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 Users must be specifically cautious when updating As soon as users choose to update the instrument will enter updating mode If pressing key 3 under the page shown below the previous program may be r...

Page 104: ...ss key 1 on the instrument The instrument enters wait state for sending programs After the state click Send File on the computer 5 Select the new version of total station software and click Send on the computer ...

Page 105: ...t the instrument to PC machine The USB port is below the SD card port Start the instrument after connection The total station is now recognized as a memory disc by PC machine After opening the instrument file on the PC machine users may view the files saved in the instrument on the it Also users may copy files to the PC machine Disconnect the PC machine to operate the instrument normally Note neve...

Page 106: ...long the plumb line of the target point to obtain target height There are two modes for REM measurement with TH and without TH Users may select with TH mode when altitude from ground to target is to be measured otherwise without TH when altitude from any reference point to target is to be measured With TH 1 Enter the instrument height and target height firstly 2 Press ENT to enter REM Prism ...

Page 107: ...und to target 4 Then turn the telescope up and down to aim at the target point The VD column displays the elevation difference from the ground to the target point 5 After measurement users may choose from three opts T H to alter the target height Hdist to re measure horizontal distance ESC to quit REM measurement Choose in relation to demand Without TH ...

Page 108: ...sm page directly 2 Aim at the prism and press soft key Meas to measure the horizontal distance of the prism from the instrument Press soft key Enter to enter REM Base 3 Aim at the reference point and press Select to enter REM Altitude ...

Page 109: ...e ESC to 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 transfer coordinate from files to calculate the value above out 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 the others 2 MLM A B B C...

Page 110: ...soft key Meas under this page or you may enter its coordinate manually pressing soft key Coord Press ENT to enter MLM A B A C Step 2 page Please enter the target height before measurement 3 Input coordinate following the process on step 1 page Press ENT to enter MLM 1 B A C Result page MLM A B A C Step2 Vz 69 12 13 HR 210 58 15 HD 5 268 m Meas T H Coord Mode MLM A B A C Step1 Vz 69 12 13 HR 170 12...

Page 111: ... export polar coordinates margin data To operate it 1 Enter Polar Coord Measurement under Program page 2 Enter the information of station Mention that the station name must be defined while code can be left blank Enter the target height and press ENT to save the settings and enter Setup BBS 3 Enter information of BBS Mention that the BBS name must be defined while code can be left blank Enter the ...

Page 112: ...f right angle buzz is on currently it will buzzes constantly after orientation Turning the instrument around about the vertical axis to alter horizontal angle may close the buzz Also you may switch the right angle buzz off 9 4 4 Coord Z Use the measured coordinate of known point to calculate the Z coordinate of the station and reset the z coordinate of the station The coordinates of known point ca...

Page 113: ...urement After the measurement the HR SD VD are displayed on the each column Press soft key Enter to accept the measurement If accepting soft keys Next and Calc will appear on the screen Press Next to define and measure the second point Coord Z No 2 otherwise press Calc to enter Coord Z Result page Coord Z No 1 HR SD m HD VD Meas Mode Enter Coord Z No 1 Pt name Code m TH Select file Input K Pt Info...

Page 114: ...e plane figure formed by measured and inputted coordinates out 1 Enter Survey Area page 2 Press soft key Input to transfer coordinates from coordinate file or enter the coordinates manually with keyboard otherwise press soft key Meas to measure the coordinates of the target point The coordinates are all listed in the screen and the maximum number of points when Area Surveying is 20 Coord Z Resul B...

Page 115: ...f the area 4 At any time the number of points reaches 3 the calculation is available and the soft key Calc appears on the screen Press Calc to display the area and circumference of the enclosed shape Press ESC to quit the area survey How to input coordinates Press soft key Input and enter Point Area page Press F2 to list out all coordinates in the current measurement file Press F3 to list out all ...

Page 116: ...ine Press soft key Meas under page of Project Begin to start measurement After the measurement of begin point press soft key Enter to measure the end point following the steps of measuring begin Finally press soft key Enter to end the defining of the baseline Now you may start projecting Projection survey Press soft key Meas under page of Survey Projection to start measurement After the measuremen...

Page 117: ...g rN rE rZ and displaying SD HD VD of the measured point from the baseline projection point 9 4 7 Roadway See reference in 10 Roadway 9 5 Options Take the 5 Mode of EDM as an example EDM option Sngl Rept Cont Track Config 1 Units 2 Type of feet 3 Mode of HA 4 Mode of VA 5 Mode of EDM 6 Min readout Angle SetZ ...

Page 118: ...EDM Please refer to the explanation above Notes the NEZ or ENZ displaying mode of coordinates are in relation to the order of the exported coordinate only 9 6 Calibrate config 9 6 1 Adjusting index error I E To adjust index error the system will first ask you to Aim at a target F1 Users may press ENT to confirm after aiming and the instrument will measure its horizontal angle automatically The HA ...

Page 119: ...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 help screw C to adjust the inclination of the instrument Enter the tilt calibration program 1 After leveling the instrument aim at the target F1 in th collimator record the current vertical angle as V0 VA 90 00 00 Com X 125 F1 Up...

Page 120: ...the vertical angle to V1 3 with the help of the vertical inching screw Adjust the screw C to aim at the target precisely and press ENT to confirm after a stable readout appears 7 Set the vertical angle to V1 3 with the help of the vertical inching 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 ...

Page 121: ...after strict measurement We suggest you to employ professional and authenticated factories or units to measure and set these constants 9 6 4 Date and Time The order of the entered figures is Date two last figures of year XXXX date Time XX hour XX minute XX second Press Enter to save Notice a 0 to occupy a place for month or days with single figures is required e g Second the March 0203 9 7 Grid Fa...

Page 122: ...titude in the Altitude column and press soft key Enter to calculate the 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 Grid scale calculated being less than 0 99 or greater than 1 01 indicates that there must be an error or errors in entering altitude or scale or both The calculated Grid scale cannot be a...

Page 123: ...the working files and coordinate files will be saved into the internal storage SD means that the working files and coordinate files will be saved onto the SD card USB means that the working files and coordinate files will be saved onto USB memory disc After choosing a disc the following measurement data and coordinate data etc will be saved onto the selected disc After changing the storing disc th...

Page 124: ...y You may practice with roadway function with the assistance of Appendix A The menu of roadway is as followed If you have already imported LS files into the instrument from the external then you may open the LS file through 1 Open Shape file Users may choose from three opts after opening the LS file Stake out roadway Resume H curve or Resume V curve Road 1 Open Shape 2 Re define H 3 Re define V 4 ...

Page 125: ...sign The element method Enter through Re Define H and Resume H curve under Roadway menu Enter Define H box If the first time you select I P input via intersection point then the method to input will be I P afterwards The first point inputted is Define H Begin Press ENT to confirm and end the input box of Begin point If users have not entered anything there will be no response from the instrument U...

Page 126: ...Circle or Spiral alternately Note Do not define the length as 0 0 which serves for ending lining Input line Input Circle Define H Circle Radius Length Define H Line Radius Length Define H Begin Mileage N E B S Clear Enter B S Clear Enter B S Clear Enter ...

Page 127: ...rc length Input Spiral The radius and length here is the same as those in Define H Circle above After defining Line Circle or Spiral press ENT to accept the input and end the dialogue The system goes back to Defin H page If you want to check or end the inputting now press ENT The system will goes to List of H curve Define H Spira Radius Length B S Clear Enter ...

Page 128: ... Check other elements one by one with keys PgUp and PgDn Press Add to continue the input of Horizontal lining The Intersection method After choosing I P and finishing inputting Define H Begin press ENT to enter the page of inputting intersection as followed Define H Spiral Radius 255 000 Length 100 000 List of curve 01st 7 000 02st 7 000 02st 10118 000 Save View Add Edit PgUp PgOn ...

Page 129: ...ara A1 Para A2 nor Radius R If inputting the radius then the system will insert arc with defined radius in between the former point and the next point If inputting parameters A1 and A2 of the spiral then the system will insert defined spiral in between the line and the arc N Pt 1 E Radius A1 A2 B S Clear Enter ...

Page 130: ...sponse 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 of lines 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 define horizontal lining Repeat the steps above until the inputting are finished Go back to Roadway Menu If ...

Page 131: ...on points possess mileage altitude and curve length The curve length of beginning and ending point of Vertical lining must be 0 The number of intersection points of vertical lining can be 12 maximum Choose Re define V to enter box of Define V Begin Define V Begin Mileage Altitude Length B S Clear Enter ...

Page 132: ...a should and can be used to staking out roadway immediately if needed 10 2 Staking outRoadway The inputted or imported LS files are to be employed in staking road way When staking out roadway you may select the desired file any time in relation to demand so that staking out roadway with any mileage can be done easily Therefore users may not be worried about the capacity of 20 lining LS files and 1...

Page 133: ... left and right deviation Left Right dist and left and right altitude difference Left Right dV 5 Then select center left and right mileage to stake out 6 Users may choose Dist polar coordinates or coord to stake out 10 2 1 Selecting Roadway File There are two routes to 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...

Page 134: ... BBS back sight points See reference in setup BBS and setup station 10 2 3 Staking outRoadway Before staking out Roadway please first enter the parameters required for staking out e g starting mileage space between left distance right distance left dV and right dV Press ENT to enter Roadway Center page The soft key functions under this page are as followed ey Explanation 1 Setup any mileage and ta...

Page 135: ...t 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 polar coordinate or Coord to stake out coordinates See reference in 9 4 3 Polar Coord Measurement and 9 2 1 Stake out Press ESC under all pages above to go back to Roadway Center right left page Roadway Calc HR HD Pt name Code N E Z Record Enter Dist C...

Page 136: ...ibration 1 If finding the bubble of the tubular level is deviate away from the center adjust the bubble with the screws being parallel to the tube Stop adjustment when half of the deviation is calibrated The rest should be adjusted by screwing the level correction screw with a correction needle The expected position of the bubble should be in the middle of the tube 2 Turn the instrument around by ...

Page 137: ...ubble shifts to Then screw up the correction screws at which bubble shifts to centralize the bubble As the bubble is centralized the three correction screw should be the same tight 11 3 Reticule of the telescope Check 1 Aim at a target A from the telescope after leveling the instrument with the help of the cross wire on the reticule Lock the instrument with vertical and horizontal locking screw af...

Page 138: ...piece and the focusing knob Now you see three fixing screws of the reticule 2 Screw off three fixing screws see picture below uniformly with a screwdriver Rotate the reticule about the collimation axis to shift image of A onto the vertical wire precisely 3 Screw up the fixing screws uniformly and check precision with methods above 4 Cover the reticule ...

Page 139: ...ely lock the vertical and horizontal locking screw to read out the right angle e g HA R 190 13 40 4 2C L R 180 30 20 then the instrument need to be calibrated Calibration 1 Turn the instrument to the correct horizontal angle which eliminates C with the help of horizontal inching screw R C 190 13 40 15 190 13 25 2 Unload the reticule cover in between the eyepiece and the coarse focusing knob Adjust...

Page 140: ... instrument center and any leveling screw on the bottom of the instrument Then screw up the horizontal locking screw named X 2 Set 0 for the vertical angle and screw up the vertical locking screw The instrument displays the current vertical angle the telescope laser aims at 3 Screw the leveling screw towards one direction for circumferential distance around 10mm the vertical angle displayed will d...

Page 141: ...e i and set vertical index 0 Please first adjust finely the reticule of the telescope and the tilt compensator before calibrating and checking index error Check 1 Turn on the instrument after placing and leveling it Aim at any clear target A with the telescope and readout the left vertical angle L 2 Turn the telescope around and aim at the same target A and readout the right vertical angle R 3 Ass...

Page 142: ...ot meet requirements at all users may have to send the instrument back to factories for survicing 11 7 Centering device Check 1 Place the instrument onto the tripod and draw a cross on a sheet of clean paper Place the paper with a cross on the ground right below the instrument 2 Open the laser plumb by using star key Shift the paper to make the intersection of the cross being exactly aimed at by t...

Page 143: ...anges though we still suggest you to check it once or twice a year You may check it on standard baseline or you may fast check it as followed Check 1 Select a plane field to place the instrument and level it Precisely mark point A B and C with inner spaces about 50 meters on the same line with vertical wires Place reflector prism on each point with precise certering 2 After setting the temperature...

Page 144: ... 15 input value 15 into Menu 6 calibration 3 Add const Users should orient with the vertical wire of the instrument to align A B and C strictly A fixed clear centering symbol should be on point B on the ground To make sure that if the center of prism B at point B coincides with the instrument center exactly is an essential concern of precision Therefore please set up tripod and pedestal that can b...

Page 145: ...ope center If they approximately coincide then it is generally considered tolerable Calibration If the cross wire deviates a lot from the Electro optic emission axis users may have to send the instrument to authenticated factory or units for servicing 11 10 No prism ranging The red laser beam sharing the same axis of the telescope is emitted by the telescope If the instrument is finely calibrated ...

Page 146: ...center Check the position of the red laser spot Generally the telescope is equipped with special filter so that cannot exactly see the spot but can see the extent of deviation between the spot and the cross wire center above the telescope or from the side of the reflector If the laser spot center coincides with the cross wire center then the precision is now ensured If the deviation is over the ra...

Page 147: ...d angle 1 30 Min sight distance 1 5m Cross wire Lighting Tilt compensator System Integrated liquid single axis compensator Working range 3 Set precision 1 Distance measuring IR Ranging with single prism under fine middling pressure 2000m 2500m Ranging with reflector 800m Precision precise coarse measurement tracking 2mm 2ppm Measuring time single 2 4s 1s 0 6s ...

Page 148: ...ring time short distance tracking prism 2 6 s Communication Memory capacity 20000 points Port Standard RS232 serial port Data format ASCII Operation Operating system RTS Display screen Image 192x96 pixel Character 6 lines x 25 characters LCD Keyboard Double sided numeric keyboard Laser Plumb Type Stepper brilliance control Precision 1mm instrument height 1 5m Environment conditions Working tempera...

Page 149: ...4 Weight Include battery and pedestal 5 5kg Battery Type High energy lithium battery Voltage capacitance 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 About 12000 ...

Page 150: ...ery record consists of two lines 1st line records the record type point name target height code e g STA station point SS BBS back sight 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 151: ... H V Z12089 003 7 HR Z13088 003 8 HL Z20088 003 9 H V Z31088 003 10 SD track Z32091 003 11 SD loose measurement Z33090 003 12 SD repeat loose measurement Z34093 003 13 SD accurate measurement Z35092 003 14 SD repeat accurate measurement Z41095 003 15 HD tracking measurement Z42092 003 16 HD loose measurement Z43093 003 17 HD repeat loose measurement Z44090 003 18 HD accurate measurement Z45091 003...

Page 152: ...nt Z65089 003 29 NE repeat accurate measurement Z71092 003 30 NE tracking measurement Z72095 003 31 NE loose measurement Z73094 003 32 NE repeat loose measurement Z74089 003 33 NE accurate measurement Z75088 003 34 NE repeat accurate measurement Z81083 003 35 Z tracking measurement Z82080 003 36 Z loose measurement Z83081 003 37 Z repeat loose measurement Z84086 003 38 Z accurate measurement Z8508...

Page 153: ...m f meter feet V Vertical angle 85 20 30 7 digits H Horizontal angle 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...

Page 154: ...154 3 N or E or Z coordinates mode N N X coordinate 596 337m 8 digits E E Y coordinate 1011 930m 8 digits Z Z coordinate 95 802m 8 digits ...

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