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RTS 680 Instruction Manual

1. ccccccscccssscceseessneeeenecenseeesseecsscecseseeesseeeeseecssneeesseeeneseeeeeneeeenes 23 4 1 Measure an Horizontal Angle of Two Points ccccccesceeeseeeeteeeeseeeeseeesseeeseeesaes 23 4 2 Set the Horizontal Angle to a Required Value ccccccccccssseesseeeeseeesseeeeseeeneeeenaes 23 5 Distance Measurement sisisi iriri niiata ie EEA EEEE EEE Eia 24 6 Coordinate Measurement oniiir iarere nE EEA nE riS EEE nE A EErEE seesi 26 6 1 Input the Occupied Point Data ccceccccccsscessceeseteceeneeeeseeeneeesseeesseeeseeeeseeenseees 28 6 2 Azimuth SETITE ksr on eE E E E E eek eve 29 6 3 3D Coordinate Measurement ccceccesseeseeeseeesceeseeeseeeseeeceseeeeeeeeeeceeeeeeeeseeeeeeenes 30 T L Distance Stake Out cccsdscdecsscstecsdeacdessascudecadccadecsdsctdessdecadesssocadesadevadescsavadesadevavescs 30 7 2 Coordinates Stake out Measurement cecceescesceeseeseeeseeeseeeeeeeeeeeeeseeeeseeeseeeseeeees 32 7 3 REM Stake out Measurement ceceeccsscesseeesceeseeeseeeseeececceeseeceeceeeseeeseeeeseeenes 33 Bs ATCA EAO T AREA TAE SAA VA VE S ANAA SE S A A 35 8 1 Area Calculation by Measured Data cccecccccssccessecssceceeeeeeeeeeeecsseeeseeeeseeenseees 35 8 2 Area Calculation by Reading Existed Coordinates ccesseesseeseesreeseeeneeeneeenees 36 9 Offset Measurement 36 sc aed ecanel E cane E ied serie ereeeneeiie Merwe 38 9 1 Single distance Offset Measurement cccccccscesessceeseeeese
2. a ER D N LN r Ld 4 g E Bee ee A d a a4 L AH 4 aa z ag pas Ima Di A LA A ze mae ana wa ae wa an ma PEE ze E A H z 5 Lld wa ra ra a Za ra zi I LA L4 Z 5 F HE 7 a A A S Cee et Leet al Sage i a HE 4 Pia eer C dy ainssald Temperature C For FY TSO 682 685 100 Appendix I Correction for refraction and earth curvature Considering the correction of refraction and earth curvature for distance measurement the formula for slope distance horizontal distance and vertical distance applied in the instrument are as followings SD DoX 1 ppmX10 mm SD Displayed slope distance m Target Do Real measured distance m gt ppm Scale coefficient mm km mm Target constant mm Instrument HD Y AXX XY VD X Bx Y Mean sea level HD Horizontal distance mm VD Vertical distance mm Y SD Sin 4 X SD Cos amp amp Zenith angle 1 R 1 65 2R Elevation measurement A B K 0 142 or 0 20 R 6 37 X 10 m The conversion formula for horizontal and vertical distance is as follows when correction for refraction and earth curvature is not applied HD SD COS VD SD SIN NOTE The factory setting for the refraction coeffic
3. Angle E Set H angle 1 Select 2 Set H angle see 6 1 Input the 1 Azimuth saht 2 Backsight occupied point data Then select 2 Backsight 2 Input the coordinate of backsight You could also press F1 READ to select existed point data If you input the same coordinates with the occupied point a Set H angle BS message Same coordinates will appear and disappear in Ssec please re input the data NBS 20 000 Epa 20 000 BS 20 000 PtH P20 3 Press F4 OK to accept the inputted occupied and backsight coordinates the calculated azimuth angle READ KES will display Set H angle BS Take BS 4 Aim at the backsight point and then press F4 HA Srey ae YES to finish backsight point setting or press F3 Azimuth NO back to the previos mode HA 250 0000gon Note You can select 1 Azimuth to input the azimuth angle directly 28 6 3 3D Coordinate Measurement The target coordinate could be measured after the setting of occupied point and backsight azimuth The formular used to calculate N1I NO S X sinZ X cosAz E1 E0 S X sinZ X sinAz Z1 Z0 S XcosZ IH TH Where NO E0 Z0 occupied point coordinates S SD Z Zenith angle Az Azimuth angle IH Instrument height TH Target height SD Target height Target N E Z Azimuth angle Procedure of 3D coordinates measurement 1 Aim at the target point Coordinate z 7 f 1 Occ Orientation 2 Sele
4. Handle Optical sight Handle screw Objective nstrument height mark Horizontal Model label motion clamp Horizontal tangent screw Battery Plate level Horizontal motion clamp Screen Horizontal tangent screw Keypad RS 232C port Tribrach Focusing knob Indtrument height mark Eyepiece Serial number Leveling screw 3 2 Basic Key Operation F 0999 9999 0 999 O999 000060 lt CO Keys Description F1 F4 Select the functions matching the softkeys 0 9 1 Input number when numeric input 2 Input characters when alphabetic input Input a decimal point Input plus minus sign Power Power on off Enter into setting mode directly Cnfg Enter into config mode directly ESC Escape to the previous menu or mode Shift 1 Shift between number and alphabetic when inputting i 2 Shift targets model when measuring BS Delete the character at the left of the cursor when inputting Space 1 Input a black space when inputting 2 Input the target height Func Turn page ENT 1 Select Accept input data 2 Accept the option when selecting 3 3 Display The LCD could display 8 lines with 24 characters per line In measurement mode it displays some common information in above 5 lines and displays soft functions in the last line Status screen Instrument model FY TS 680 S N R60006 Ver V1 0e Application software version Date 80
5. Item Options 1 Baud rate 1200 2400 4800 9600 19200 38400 2 Data bits 8bit 7 bit 3 Parity No Even Odd 4 Stop bit Ibit 2bit 5 Check sum No Yes 6 Xon Xoff No Yes Note Every first options with the symbol are the factory setting 3 8 4 Unit Setting 1 Press key Cnfg to enter into config mode Config 1 Meas condition 2 1 nst config i 3 Inst adjust 2 Select 5 Unit to set unit 4 Com setting 6 Date amp Time Unit 3 Change the settings if necessary Press keys A 1 Temp e 7 to select items and press keys gt to set 2 Pressure 3 Angle 4 Dist the options 4 Press key ESC back to the previous mode Table 3 4 Option list of unit setting Item Options 1 Temp C F 2 Pressure hPa mmHg inchHg 3 Angle degree gon mil 4 Dist meter Us feet Int ft Note Every first options with the symbol are the factory setting 20 3 8 5 Date amp Time Setting The date and time displays at the status mode 1 Press key Cnfg to enter into config mode Config 1 Meas condition 2 1 nst config 3 Inst adjust 4 Com setting 2 Select 6 Date amp Time 5 Unit 3 Input date and time The date format Date and Time month date year Date 08 08 2006 Time 10 00 00 4 Press key ENT to save settings and back to the previous mode 21 3 8 6 EDM Setting Meas 1 Press F1 MEAS in
6. MENU at P2 in the measure mode 2 Stakeout Select 3 Area 4 Offset 5 MLM 6 REM 7 Resection 2 Press F1 READ to display existed coordinates data list 36 Occ Pt Coord Pt Pt Pt Pt Pt5 W HS Gite 01 Pt1 cl Pt2 Pt3 Pt4 Area Calculation Pt Area m2 ha 3 Pt Known point data saved in the active JOB or in the coordinate search JOB Occ Coord Coordinte data saved in the active JOB or in the coordinate search JOB 4 Select the first point in the list and press key ENT to set The selected point is set as Pt 01 5 Repeat steps 2 and 4 till all points are selected Make sure read the points clockwise or anticlockwise 6 Press F2 CALC and the calculated area will display Press F4 OK to escape 37 9 Offset Measurement Offset measurement are performed in order to find a point where a target cannot be installed directly or to find the distance and angle to a point which cannot be sighted It is possible to find the distance and angle to a point you wish to measure target point by installing the target at a location offset point a little distance from the target point and measuring the distance and angle from the surveying point to the offset point The target point could be found in the following three ways 9 1 Single distance Offset Measurement Finding a point by entering the horizontal distance from the target point to the offset point O Tar
7. Memory 1 Press F3 MEM in the status mode to enter into 1 OB memory management 2 Known data 3 Code 2 Select 1 J OB to enter JOB management o B J OB select 3 Select 3 JOB delete JO J B rename 3 J OB delete 4 Download 5 Com setting OA CAEN 4 10 JOBs display on two pages The numbers to the JOB1 right represent the number of data itmes in each JOB JOB Paul01 MYJ OB J OB B press key ENT JOBO1 2 0 Select the useless JOB that you wanna delete and 5 Press F3 NO to give up and press F4 YES to JOB C delete the JOB Confirm to delete 72 19 4 Output JOB Data Measured data occupied data known point data note and coordinates data existed in all JOBs could be outputted to PC by software NOTE The software is available in your CD ROM Be sure the communication port setting of instrument and PC is the same see 3 8 3 Communication Port Setting 19 4 1 Download data Procedure of download Memor i x 1 Select MEM in the status mode to enter into 2 Known data memory management 3 Code o 5 2 Select 1 J OB to enter JOB management 3 Connect your instrument and computer via JOB communication cable standard component 1 J OB select 2 J OB rename 3 J OB delete 4 Select 4 Download to enter into com output 4 Download 5 Com setting mode and all JOBs display J OB deletion 5 Select the JOB to be output JOBA
8. SD 10 188m _ VA 189 9284gon HA 47 2432gon Tgt H m CALC Occ Coord Resection Set Azimuth 6 Repeat procedures 4 and 5 of other points When the minimum quantity of measured data required for the calculation is present CALC will be displayed Press Fl CALC occupied coordinate and standard deviation are to calculate Instrument displayed Press F3 NO to re measure the point 7 Press F1 NEXT to add other known points Press F3 REC to record the calculated result Press F4 OK to finish coordinate resection The instrument occupied coordinate setting is finished 8 In this lt Set Azimuth gt screen aim the first point then press F4 YES to set the first known point as backsight point and azimuth press F3 NO to back to measure mode 12 2 Elevation Resection Only Z elevation of an instrument station is dertermined by this measurement Between 1 and 5 known points can be measured by distance measurement only Procedure of elevation resection PC k 1 Select MENU at P2 in measure mode and then m PR select 7 Resection or press F4 RES at P3 Dil directly HD 0 000ft ie 189 9284gon lt i 2432gon P3 LO CS GS GI 2 Select 2 Elevation and input the known point Resection 1 NEZ 48 No 1Pt Z Pt Tgt H READ NEXTIMEAS Resection No 1PT Resection No 1Pt SD 10 188m _ VA 189 9284gon HA 47 2432gon Tgt H Py CALC KA A Occ C
9. 32 157 000 0 178 0 000 1 500m Tt Le 147 328m 0 000m 19 310 S O dHD t 147 328 S O dHA 146 7194go VA 296 1184gon HA 249 0324gon 4 Input the coordinates of the stake out point Press F1 READ to read the existed coordinates as stake out coordinate Press F4 OK to set the data 5 Press Fl MEAS begin coordinate stake out measurement Move the prism to find the point to be stake out 4 Move the prism upward Move the prism downward Press key ESC back to stake out mode 7 3 REM Stake out Measurement Perform this operation to find a point where a target cannot be directly installed see 11 REM Procedure of REM stake out measurement S O 2 S O data 3 EDM Stake out 2 Angle amp Dist 3 Coord S O Ht Ht PATT m 1 Set a target directly below or directly above the point to be found then use a measuring tape etc to measure the target height height from the surveying point to the target Press F1 MENU at P2 in the measure mode then select 2 Stake out 2 Select 1 Occ Orientation Input the occupied orientation data see 6 1 Input the occupied point data 3 Select 2 S O data then select 1 Height 4 Input height from the surveying point to the position to be stake out Then press F4 OK to set the data 33 S O Ht 5 Press Fl REM to begin REM stake out measurement Move telescope to find the point
10. Instrument occupied coordinates are calculated Difference from the hypothetical coordinates 0 5mm Yes Calculation of the Z coordinate Calculation ends nN 12 4 Precautions When Performing Resection In some cases it is impossible to calculate the coordinates of occupied point if the unknown point and three or more known points are arranged on the edge of a single circle It is also impossible to calculate if the included angle between the known points is too small It is difficult to imagine that the longer the distance between the instrument occupied and known points the narrower the included angle between the known points Be careful for the points can easily be aligned on the edge of a single circle An arrangement such as shown below is desirable AA unknown point O known point It is sometimes impossible to perform a correct calculation such as shown below When they are on the edge of a single circle take one of the following methods 1 Move the instruction station as close as possible to the center of the triangle 2 Measure one more known point which is not on the circle 3 Perform a distance measurement on at least one of the three points 51 13 Point Projection Point projection is used for projecting a point to an established baseline The point to project can be either measured or input Displays the distances from the first point and point to project to the position
11. reconnected it after 3 or 5 min 2 2 Setting Up the Instrument Mount the battery in the instrument before performing this operation because the instrument will tilt slightly if the battery is mounted after leveling I Set up the tripod first extend the extension legs to suitable lengths and tighten the screws on the midsections Make sure the legs are spaced at equal intervals and the head is approximately level Set the tripod so that the head is positioned over the surveying point Make sure the tripod shoes are firmly fixed in the ground II Mount the instrument on the tripod head Supporting it with one hand tighten the centering screw on the bottom of the unit to make sure it is secured to the tripod 2 3 Centering and Levelling Up 1 Position tripod legs so that the plummet is aimed to the ground mark point Turn the focusing ring of the optical plummet to focus 2 Turn three footscrews of the tribrach till the center of reticle exactly coincides with the surveying point in any position 3 Move the tripod legs to centre the circular level The instrument is now roughly leveled up 4 Center the bubble in the circular level Screw A Screw B Loosen the horizontal motion clamp and turn the instrument till the plate level is perpendicular to a line shaped with screws A and B Adjust the screws A and B to make the bubble in the center of the level Turn the instrument approximately 90 Adjust sc
12. to enter into code management Code 3 Select 4 Clear list 1 Key input 2 Delete 3 View 4 Clear list 4 Press F3 NO back to previous mode Press F4 YES to delete all codes recorded in memory of all JOBs completely Clear all codes Confirm to delete 81 22 Warning and Error Messages Low Signal Please accurately re sight the target Same coordinates The coordinates of the backsights are the same please re define or re input Out of value The difference value of coordinates is over range Out of range The stake out height is over range Need Ist obs During missing line measurement the observation of the starting position was not completed normally Sight the starting position accurately and press OBS to perform the measurement again Change Ist obs During missing line measurement the observation of the target was not completed normally Sight the target accurately and press MLM to perform the measurement again Need prism obs During REM measuring the observation of the target was not completed normally Sight the offset point accurately and press MEAS to perform the measurement again No Free Space There is no more space to enter data Record the data again after deleting unnecessary data from the JOB or coordinate data from memory No data When searching for coordinate data or searching for code data the search stopped e
13. to perform this process directly if PT code and tgt H are unnecessary to re set Procedure of recording coordinate data PC 0 ppm O SD DE VA 148 7080gon lli HA 352 4228gon P3 LO E a WEI Meas REC 1 0cc JOB MY data 2 Angle data 3 Dist data 5 Dist Coord data 6 Note 7 View 1 Press F1 CORD on P1 in measure mode to enter into coordinate measure mode See 6 Coordinate Measurement 2 Press F3 REC on P3 in measure mode to enter into record mode The active JOB will display 3 Select 4 Coord data the coordinate data will display 66 REC Dist Free 13998 4 Press F4 REC to input the following items point N 5 000 E 5 000 number target height and code press F1 OK to save Z 5 000 data Aim at other targets press F2 DIST to Pt CDO2 Tgt H 1 45ft continue Code D1 You could press Fl AUTO to perform RO PIS Cs a this process directly if PT code and tgt H are unnecessary to re set 18 5 Record Distance amp Coordinate Data Procedure of recording distance amp ccoordinate data Meas PC 1 Press F3 REC on P3 in measure mode to enter ppm into record mode The active JOB will display SD DE VA 148 7080gon lli HA 352 4228gon P3 LO E a a ae ies 2 Select 5 Dist Coord data 2 Angle data 3 Dist data 4 Coord data 5 Dist Coord data 6 Note 7 View 3 Aim at the target and press F2 DIST to measure Press F4 REC to input
14. 08 23 Time 10 01 59 JOB JOB1 The active JOB MS We Current power Measure mode Target type Meas Tilt XonYon XonYoff SD VA Face II HA DIST E CL Measuring Measuring now 3 4 Mode Diagram Meas mode FY TS 680 R60006 v1 0e 80 08 23 a 10 01 59 JOB1 MEAS S N Ver Date Time JOB Ss ua ESC MEM ESC Memory 1 J OB 2 Known data 3 Code JOB J OB select OB rename J OB delete Download Com setting 1 1 2 3 4 5 Known data 1 Key input 2 2 Com input 3 Delete 4 View 5 Clear 6 Com setting JOB1 Code 1 Key input 3 2 Delete 3 View 4 Clear list Meas SD VA lI HA P1 DIST E N ua e E e E RES REC 1 0cc data 2 Angle data 3 Dist data 4 Coord data 5 Dist Coord 6 Note 7 View REC Menu 1 Coordinate 2 Stake out 3 Area 4 Offset 5 MLM 6 REM 7 Resection MENU Menu P2 1 Point projection 2 Stake out line 3 Traverse Func 4 Inverse 5 Polarize Setting mode Press xX directly Inst Config 1 Backlight 2 LCD contrast 3 Reticle adjust 4 EDM signal 3 5 Power On Off I Power on FUJIYAMA FY TS 680 S N R60006 Ver 80 08 23 Date 08 15 2006 Time 10 01 59 JOB JOB1 Ss ua Power Off Config mode Press Cnfg directly Config 1 Meas condition 2 Inst config 3 Inst adjust 4 Com setting 5 Unit 6 Date amp Time 1 Confirm the instrument is leveling press
15. 33 417ft DE VA 300 9994gon i HA 44 6568gon P2 Tgt H Stake out line Ofline 0 995m Fill 14 401m Length 3 993m RS MS 1 Select 3 Stake out line after defining a baseline 2 Select 2 Line 3 Input offset value the horizontal move distance of baseline right side indicates positive value and left side indicates negative value Go to step 4 without inputting 4 Aim at the target and press F4 MEAS to measure The measured results are displayed 5 Press F3 NO to re measure the target Press F4 YES to use the measured values The difference between the measured data and the baseline displays Ofline A positive value indicates the point is on the right of the baseline and a negative value indicates it is on the left Cut indicates that the point is below the baseline Fill indicates that the point is above the baseline Length Distance along the baseline from the first point to the measured point 6 Aim at the next target and press F4 MEAS to continue the measurement 58 15 Traverse Surveying Measure the coordinate of foresight point and save it in the list this point would be taken as the occupied point after transferring to point 2 and the previous occupied point will be taken as the backsight point the azimuth angle will be calculated and set N Known point A P3 Pl sa P2 Azimuth Occupied point PO 0 0 0 15 1 Save Coordinate Here is the ope
16. 6 Com setting oo 4 Select a required point Perform functions on the Pt last line please see 6 1 Input the occupied point Pt data Pt Pt Pt Pt S2 K BS Site 77 5 The coordinate and point number will display Press F1 NEXT to display the next point data Press F2 PREV to display the previous point data E Z Pt S1 ALJA aala 20 5 Clear all known points data Procedure of clearing all known points Memory 1 Press F3 MEM in the status mode to enter into 1 J OB gt Known data memory management 3 Code 2 Select 2 known data to enter into known data management The name of the active JOB displays Known data 3 Select 5 Clear J OB J OB Paul01 1 Key input 2 Com input 3 Delete 4 View 6 Com setting 4 Press F3 NO back to known data management Cigar Press F4 YES to delete all known points data of Confirm to delete the active JOB completely 78 21 Code Management You could input or delete codes of all JOBs in this mode All existed codes in memory could be read and the selected code could be recorded together with occupied data or measured data 21 1 Input a Code Procedure of inputting a code Memory 1 Select MEM in the status mode to enter into 1 J OB memory management 2 Known data 2 Select 3 Code to enter into code management 3 Select 1 Key input Code 2 Delete 3 View 4 Clear list 4 Input the cod
17. JOB1 J OB PaulO1 JOB B JOBO1 J OB C Com output 6 Press key ENT to start to download it will back to JOB list mode after finishing Sending 73 19 4 2 Instruction of Office Program The data formate I Upload the coordinates data from instrument to computer 1 Open the COM600 software 2 Click button Com port 1 Baud rate 2400 Parity NONE Characters 8 Stop bits 1 Protocol NONE Click OK button to confirm the software is waiting for data 3 Set the communication parameters of instrument it should be the same as the COM600 setting 4 Select a file then click button receive to receive data from instrument to PC II Download a list of coordinates from PC to instrument 1 Edit a coordinate file the format is PT X Y Z PCODE NOTE a There is only one comma between them no blank b The file must be TXT file txt or DAT file dat 2 Click button to set communication parameters make sure the same as the instrument 3 Click button send to send data from PC to instrument 74 20 Known Data Management There are 6 items in known data management 20 1 Input Known Point Coordinate by Keys You could input or delete coordinates of known point in the active JOB by key entry or entry from PC The existed data you have input beforehand could be used as occupied point backsight point coordinates of known point or stakeout point The memory is 16000 points in total Procedure of
18. Select 3 Stake out line after defining a 1 0cc Orientation baseline 2 Define baseline 3 Stake out line 2 Select 1 Point Stake out line 2 Line Stake out line 3 Input values of length and offset then press F4 Length OK the coordinate of the required point is calculated Offset and displayed 56 Stake out line 4 Press F3 REC to record the value as a known point see 20 1 Input Known Point Coordinate by Keys Press F4 S O to stake out the required point see 7 Stake out Measurement Press key ESC to continue 14 3 Stake out Line Line Stake out line line tells how far horizontally the measured point is from the baseline and how far vertically the measured point is from the connected line Make sure to define a baseline before this operation Measured point O ffline ength Offset horizontal direction Profile view Measured point Ist Pt Offline A positive value indicates the point is on the right of the baseline and a negative value indicates it is on the left Cut indicates that the point is below the baseline Fill indicates that the point is above the baseline Length distance along the baseline from 1 point to the measured point 57 Procedure of stake out line line Stake out line 1 0cc Orientation 2 Define baseline 3 Stake out line Stake out line 1 Point Stake out line Offset Stake out line SD
19. at which a line extending from point to project intersects the baseline at right angles Y direction X direction Baseline 1 Pt 2rd Pt Point to project Length Distance along the baseline from 1 point to oF point X direction Offset Distance from point to project to the position at which a line extending from point of project intersects the baseline at right angles Y direction 13 1 Define Baseline Procedure of defining baseline Meas PC o 1 Press F1 MENU at P2 in the measure mode ppm 0 SD 33 417 Di VA 300 9994gon I HA 44 6568gon P2 IMENUJHOLDJHSETIE DM 2 Turn to P2 select 1 Point projection Menu P2 2 Stake out line 3 Traverse 4 Inverse 5 Polarize 52 Point projection 3 Input the instrument occupied data see 6 1 Input 1 Occ Orientation the occupied point data 2 Define baseline 3 Point projection Point projection 4 Select 2 Define baseline 1 0cc Orientation 2 Define baseline 3 Point projection 5 Input the first point data or press F1 READ to Define 1st Pt d use existed coordinates data 6 Press F4 OK to input the second point data 7 Press F4 OK to finish defining baseline The grade of the baseline will display 8 Press F2 1 or F3 to change the grade display mode Azimuth 300gon HD 10 412m Grade 1 150 EEI M f OK NOTE Defined baseline could be used in both stake out line measuremen
20. input values 6 Horizontally rotate the instrument until dHA is 0 and set the target on the sight line Press F1 MEAS to start distance measurement 31 S O 7 The difference of measured value and stake out S Be value S O dSD is displayed 3 EDM Move the prism forward and backward until S O dSD is Om lt Move the prism to left gt Move the prism to right Move the prism forward t Move the prism backward Press F4 OK back to stake out mode 7 2 Coordinates Stake out Measurement After setting coordinates for the point to be stake out the instrument calculates the stake out HA and HD By selecting the HA and then the HD stake out functions the required coordinate location can be stake out To get the Z coordinate attach the target to a pole etc with the same target height A Distanc a N Back sight station Point to be stake out Instrument A Angle station E Procedure of coordinate stake out measurement Menu 1 Press F1 MENU at P2 in the measure mode 1 Coordinate 7 Select 2 Stake out 3 Area 4 Offset 5 MLM 2 Select 1 Occ Orientation 6 REM 7 Resection Input the occupied orientation data see 6 1 Input the occupied point data Stake out Then set the azimuth angle of the backsight point ERS Dist see 6 2 Azimuth setting 3 Coord 3 Select 2 S O data then select 3 Coord
21. or More Points Procedure of measuring Menu 1 Press F1 MENU at P2 in the measure mode 1 Coordinate 2 Stakeout Select 5 MLM 3 Area 4 Offset 5 MLM 6 REM 7 Resection 2 Aim at the start point P1 then press F4 MEAS and the measured data will display 3 Aim at the target point P2 and press F1 MLM to begin measure SD HD VD will display MLM SD 33 421ft g HD 155 6594gon VD 355 9246gon l MOVE MEAS 43 4 Aim at the next point P3 and press F1 MLM to begin measure Repeat this operation to measure other target points 5 Press F2 MOVE the last target measured becomes the new starting position to perform MLM of MOVE next target Press F4 MEAS to re measure the starting position 6 Press key ESC back to menu mode Note Once S is displayed the distance between two points is displayed as the gradient 10 2 Change the Starting Point The previous measured data could be set as the base point for the next operation Point P2 Start point P1 Procedure of changing the starting point MLM 1 Measure the start point P1 and the first target P2 Move base point following above steps 1 2 and 3 SD 0 001m VA 368 3854gon HA 243 4068gon 2 After measuring the two points press F2 MOVE and press F4 YES to set the last measured point as NO FYES new Starting point or press F3 NO to give up 44 11 REM REM is a f
22. select to set an active JOB and a 1 OB select 2 OB rename coord search JOB 3 OB delete 4 Download 5 Com setting 4 Press F1 LIST to display all JOBs on two pages J OB selection Press F4 S F to modify the scale factor S F 1 000000 Coord search J OB J OB3 LIST 70 J OB selection JOBA 15 JOB1 56 Sia 20 MYJ OB JOB B JOBO1 JOB C S F URERERE J OB selection J OB MY S F 0 999998 Coord search J OB CORD1 LIST 19 2 Rename a JOB Memory 1 J OB 2 Known data 3 Code JOB 1 OB select 2 OB rename 3 OB delete 4 Download 5 Com setting JOB rename OB Paul01 5 Select an active JOB The numbers to the right represent the number of data itmes in each JOB Press key ENT to save the setting 6 Input the sacale fator if necessary The range 0 5000000 2 000000 and the factory setting is 1 000000 7 Select a coord search JOB following above steps 4 and 5 1 Press F3 MEM in the status mode to enter into memory management 2 Select 1 J OB to enter JOB management 3 Select 2 JOB rename to rename the active JOB 4 Input a new name and press key ENT to save the setting The maximum length of a JOB name is 12 characters 71 19 3 Delete a JOB It is possible to delete an existed JOB Once the JOB has been deleted with the recorded data cleared the JOB name returns to the default one Procedure of J OB deletion
23. the following items point me Dist C Free 13997 number target height and code press F1 OK to save 5 000 E 5 000 data Aim at other targets press F2 DIST to Z 5 000 Pt D10 continue Tgt H 1 45ft You could press F1 AUTO to perform this process oro Adeka directly if PT code and tgt H are unnecessary to re set NOTE After performing the process once both distance measurement data and coordinate data are recorded as the same Pt Distance measured data is recorded firstly and then coordinate data is recorded 67 18 6 Record Note Procedure of recording note Meas PC 1 Press F3 REC on P3 in measure mode to enter ppm into record mode The active JOB will display D VA 148 7080gon lli HA 352 4228gon P3 LO E a WI REC JOB MY 2 Select 6 Note 1 0cc data 2 Angle data 3 Dist data 4 Coord data 5 Dist Coord data 7 View 3 Input note and press Fl OK to save The max REC Note Free 13996 ROAD100 length is 60 characters NOTE Max note length is 60 characters 68 18 7 View Data Procedure of view data Meas PC o 1 Press F3 REC on P3 in measure mode to enter ppm 0 SD Dil VA 148 7080gon II HA 352 4228gon P3 into record mode The active JOB will display LO a WS WEI REC JOB MY 2 Select 7 View 1 0cc data 2 Angle data 3 Dist data 4 Coord data 5 Dist Coord data 6 Note m BOT 3 All recorded data of the active JOB display sel
24. the red key POWER 2 The instrument power on and display FUJIYAMA then it will display the status screen automatically II Power off Press the key rower and hold for 4 seconds the instrument will be off after beep 3 6 How to Input Number and Alphabet 1 Enter into input code status See 21 1 Input a code the cursor is blinking and ready to input The note A at the top right corner shows the active input mode you can press the key shift to switch between alphabet and number 2 Input the code in turn and press the blue key ENT to save it You can press key BS to delete your wrong input before the cursor The max length of a code is 16 characters 3 7 How to Configure Press key xx on panel directly to enter into in any status and do some basic settings Inst Config 1 Backlight Ee Press numeric key 1 then press left key or 3 Reticle adjust i right key to turn on or not 4 Signal Inst Config 2 LCD contrast 1 Backlight Press numeric key 2 then press left key or 2 LCD contrast ents 3 Reticle adjust right key to adjust it 4 Signal 3 Reticle level Inst Config 1 Backlight Press numeric key 3 then press left key or 2 LCD contrast 3 Reticle adjust 4 Signal illumination is turned off right key to adjust it If the value is zero the Inst Config 4 Signal 1 Backlight 2 LCD contrast Aim at a target then pr
25. the tripod and carefully level it 2 Set a point A front the instrument 50m apart 3 Collimate the point A and adjust the vertical tangent screw If the point appears to move continuously on the hair adjustment is not required Otherwise adjust it 86 Il Adjustment 1 Set the instrument and set the point A front the instrument 50m apart 2 Take off cover of telescope eyepiece there are 4 screws for the reticle part 3 Loosen all four fixing screws slightly with the cross screw driver 4 Revolve the eyepiece section so that the vertical cross hair coincides to point A finally re tighten the four screws 5 Repeat the checking and adjusting until there is no deviation NOTE After the adjustment of cross hair please check the collimation error and vertical index error see 27 11 EDM Optical Axis and the Telescope Sighting Axis Error Eyepiece Fixing screws Fixingscrews 23 8 Horizontal Collimation Error C If the telescope s sight line isn t perpendicular to the horizontal axis the collimation error will appear The assembling transportation and operation will cause this error I Check 1 Set up the instrument on tripod or adjustment platform and leveling accurately 2 Aim at the cross hairs of collimator or the obvious target at a distance Gets the face left angle reading H1 and the face right angle reading Hr 3 Calculating the horizontal collimation error C according to C HI H
26. value or only Z value of the occupied point is calculated by measuring known points Coordinate resection measurement overwrite the N E Z data of the instrument occupied point while elevation resection measurement overwrite Z data only Perform resection measurement see 12 1 Coordinate Resection and 12 2 Elevation Resection Inputted known coordinate data and calculated data could be recorded in the current JOB 46 12 1 Coordinate Resection Between 2 and 5 known points can be measured by distance measurement and angle measurement Procedure of coordinate resection PC 0 1 Select MENU at P2 in measure mode and then ppm 0 select 7 Resection or select RES at P3 directly Dil HD 0 000ft hp 189 9284gon sai 2432gon P3 RES Resection 2 Select 1 NEZ and input known point data After 1 NE Za inputting the data of the first known point press F3 2 Elevation NEXT to input the second point data 3 After all known points data have been set press F4 MEAS Press F1 READ to read existed coordinate data No 2Pt 4 Sight the first known point and press F1 DI ST to Resection No 1PT begin measurement Resection No 1Pt 5 Press F4 YES to use the measured data of the SD 10 188m _ first known point VA 189 9284gon Dil Press F3 NO to re measure this point HA 47 2432gon f Tgt H am You can also input target height here 47 Resection No 2Pt
27. 2 in the measure mode 1 Point projection 2 Line stake out 3 Traverse 2 Turn to P2 select 5 Polarize 4 Inverse Calc polar coord 3 Input the data in corresponding itmes You could N 1000 000 press F1 READ to read the existed coordinate data era for start point Press F4 OK to enter Pt C1 Azimuth 1 0000gon Dist 0 000ft READ 4 The calculated data displays Press F3 REC to l l d nA CA polat copr record it in the list and press F1 OK back to menu mode 1000 000 1000 000 0 000 63 Ka iHa 18 Record You can record measured data occupied data and notes into the active JOB The memory is 16000 points in total 18 1 Record Occupied Data You can input occupied data into the active JOB The record items include occupied coordinates point number instrument height code user date time weather wind temperature air pressure and ppm If the current occupied data have not been recorded in the active JOB the previous occupied data will be used as the active one Procedure of recording occupied data M PC con ppm 1 Press F3 REC on P3 in measure mode to enter SD DE into record mode The active JOB will display VA 148 7080gon II HA 352 4228gon P3 LO E a a REC JOB MY 2 Select 1 Occ data to input data 2 Angle data 3 Dist data 4 Coord data 5 Dist Coord data 6 Note 7 View 3 Input the following items NO E0 Z0 point number instrument heig
28. 85 8888gon P1 DIST OSETICORD Sight the 1 target Press F3 OSET twice to set the 1 target as 0 at P1 in the measure mode Press SHV firstly if in distance mode 2 Sight the 2 target The displayed value is the included angle between two points Ist target 2nd target 4 2 Set the Horizontal Angle to a Required Value Meas PC 0 ppm 0 SD VA 302 5432gon l HA 0 0000gon P2 IMENUJHOLDASETIE e Set H Angle HA 399 9998 Meas PC O ppm 0 SD DE VA 302 5432gon l HA 399 9998gon P2 MT eT ATA A 1 Take your instrument sight the 1 target Press F3 ASET at P2 in the measure mode 2 Input the required value then press ENT to save the value And it displays as the horizontal angle The range and format of the input value gon 0 399 9999 degree 0 3595959 mil 0 6399 999 3 Sight the target The horizontal angle from the x target to the value set as the horizontal angle is displayed NOTE Pressing HOLD performs the same function as above The horizontal angle is in hold status when HOLD is flashing Press HOLD again to releasse the hold status 23 5 Distance Measurement Please set the following items before distance measurement e Measurement condition See 3 8 1 Measure Condition Setting e EDM See 3 8 6 EDM setting Procedure of distance measurement Meas 1 Aim at the target Press Fl DIST at P1 in the measure mode SD HD VD DIST Ea
29. FY TSO 682 685 FY TS 682 685 Total Station Instruction Manual Version1 1e English Dear Customer Congratulations We FUJIYAMA are proud to present you with these series instrument Your total station is a rugged and reliable instrument whose performance and design are not surpassed To fully appreciate and protect your investment we suggest that you take the necessary time to read and fully understand this manual We have a dedicated service organization If the need arises please don t hesitate to contact us Thank you for your trust and confidence Contents 1 Precautions for Safety cccccciscctecsccetecctecedeccsscotecstecedeccsecovecsvecedecebecevecsbeceducesscevecebecedecedes 1 E a A E A E A ATE E A EE I EEE EA E E EAE ETE S 1 1 2 Defimition of Indication ec escesceseceneceneceseceseceseceseceseceseceseceseceseceseeeaeeeseeeaeeeaeees 2 L 3 Safety Standards for Kasei isean a S R A S alveneds 3 LA About USEF ceccisscinivscesniessiescesscosncossiosniovncosniosncesniesncedesncesudesndepedesndepndenncesncesncesnes 4 1 5 Exceptions from Responsibility oo cccccecsccesssseeeseceeseeeeseeeeseeeseneeeeeeeneeesseeesseeenes 4 2 Preparation before Measurement ccccecsscesssecesneeseeeeeneeeeeeesseeceseeeeeseeeseeenseeesseeennes 5 PAE oSA BENET AAE TA E EEE E E EE E N 5 2 1 1 Battery Power Symbol oe iiesnenisnacrin iinei i i 5 2 1 2 Replace the Battery s nnsesnsesneeseeseeeseeessesseesssessesseessressressressrss
30. I nputting known points coordinate Memory 1 Press F3 MEM in the status mode to enter into 1 J OB gt Known data memory management 3 Code 2 Select 2 Known data to enter into known data management The name of the active JOB will display Known data JOB JOB PaulO1 3 Select 1 Key input 1 Key inpu 2 Com input 3 Delete 4 View 5 Clear 6 Com setting 4 Input coordinates and point number The free Free ISRAR memory is displayed at the top right corner Press F3 0 000 OK to save settings and continue Press key ESC 0 000 10 919 back to the known data mode 5 Once the Pt is the same as an existed one it will Free 15911 display as shown left N 0 000 Press F3 NO to re input 0 000 Press F4 YES to overwrite E Z 10 919 o Pt S1 Press F1 ADD to save and the original one will Overwrite ADD EA IYES not be deleted 75 20 2 Input Known Point Coordinate via RS 232C Procedure of Inputting known points coordinate Memory 1 Connet instrument and PC via communication cable saree data 2 Press F3 MEM in the status mode to enter into 3 Code memory management 3 Select 2 Known data to enter into known data management The name of the active JOB displays Known data 4 Select 2 Com input JOB J OB Paul01 1 Key input 3 Delete 4 View 5 Clear 6 Com setting 5 Open your COM600 software and click upload to Com input perf
31. LL 2 The symbol moves continually when measuring distance Distance measuring mode prism const and ppm value are also presented Meas PC 0 3 Press F4 STOP to finish measurement The ppm O0 SD HD and VD will display as shown left SD 10 329m HD 7 009m l VD 7 586m P1 DIST OSET CORD M P one has 9 4 Press F2 SHV SD HD VD and SD VA HA are displayed alternatively SD 10 329m VA 352 5120gon HA 47 9712gon P1 DIST OSETICORD NOTE Make sure that the target setting in the instrument matches the type of target used If the objective lens is dirty it will affect the accurate of measured results Dust it off with your special brush and wipe it with your special cloth in your carrring case 24 before putting away If an object with a high reflective factor metal white surface exists between the instrument and the target when measuring the accuracy of the measured results will be affected An angle is also able to be measured when distance measurement Measurement will automatically stop after a single measurement if the EDM mode is single Fine S Rapid S If the distance measurement mode is average Fine AVG the measured distances are displayed as 1 2 3 9 in turn and the average value will display behind A once the selected time s measurement has been finished 25 6 Coordinate Measurement It is possibl
32. MEAS OK the offset point Direc diretion of the offset point Offset Dist lt on the left of the target point Dist 10 000m gt on the right of the target point Direc 1 in front of the target point t at back of the target point 8 Press F4 OK to calculate and display the distance and angle of the target point Offset Dist 9 Press F1 REC to save FA 3 a e Press F2 NEZ to display NEZ coordinate HA 249 0298gon Press F3 NO back to step 6 Press F4 YES back to offset mode a Med A 9 2 Angle Offset Measurement Sighting the direction of the target point to find it from the included angle Set offset points for the target point on the right and left sides of and as close as possible to the target point and measure the distance to the offset points and the horizontal angle of the target point 39 Target point Offset poi omt Offset point Target A 4 ORe A Instrument station Procedure of angle offset measurement PC 0 ppm 0 DE HD 0 000ft EA 189 9284gon ae meee P3 LO a GS LSI Offset 1 0cc Orientation 2 Offset Dist 3 Offset Angle 4 Offset 2Dist Offset Angle SD 10 186m VA 90 0000gon E HA 64 5154gon I Aim at target Offset Ang SD 13 511m VA 346 9636gon HA 249 0298gon Ha F aE 1 Set the offset points close to the target point making sure the distance from the instrument station to the target point and the height of t
33. al sight collimator whether collimating the cross mark if collimate the mark adjustment is not necessary if not adjust it Reticle Il Adjustment 1 Mount the instrument at the tripod and fix it 2 Set a cross mark target which apart from the instrument about 50m 3 Take the telescope sight the cross mark 4 Loosen two fixing screws adjust the collimator then fix the two screws again 23 5 Optical Plummet Check 1 Mount the instrument at the tripod and fix it 2 Set a cross mark under the instrument 3 Coincide the center mark of the optical plummet with the cross mark by adjusting three leveling foot screws 4 Turn the instrument 180 200gon check the center mark and cross mark if they are coincide no adjustment is necessary if not adjust it Il Adjustment 1 Set the instrument on stable device and fix it 2 Set a cross mark under the instrument 3 Use the three leveling screws and coincide the center mark of plummet and cross mark on the ground 4 Rotate the instrument 180 200gon around and take off the cover of the optical plummet eyepiece adjust the four adjusting screws with the adjusting pin to shift the center mark to the cross mark correct only one half of the displacement in this manner 5 Repeat the operation in 3 and 4 until coincide the center mark of the plummet and cross mark on the ground Adjusting screw ir Sl ee screw Eyepiece NOTE When adjust the screws of pl
34. ate the top of instrument 180 200gon Wait a few seconds for the display to stabilize then press F3 OK Take F2 8 If both correction constant are in the range press F3 X Old 0 0020gon l Y Old 0 0022gon YES to renew the correction angle or press F4 NO X New 0 0006gon Y New 0 0004gon Set to give up this adjustment 23 10 Vertical Index Error The deviation between vertical circle zero position and horizontal direction is vertical index i it is necessary to concern this error when measure vertical angle The instrument program applied a formula to correct this error Warning Before starting this operation be sure to read this manual carefully otherwise it may cause data faulty Because of the close relationship between vertical index and compensator zero position it is necessary to check and adjust compensator zero position before adjusting vertical circle the value should be stable when reading 89 I Check Please adjust the reticle of telescope and correct the collimation error before this operation 1 Mount the instrument at the tripod or a stable device and level it accurately then turn on the instrument 2 Aim at the cross hairs of collimator or the obvious target at a distance VA should be about 10 Read the face left angle VI and face right angle Vr 3 Calculate the index error according to the formula below i Vl Vr 360 2 4 IfI lt 10 no adjustment is necessary or you
35. ce from the base line and for finding the distance from the baseline to a measured point 14 1 Define Baseline Procedure of defing baseline To perform stake out line please define a baseline first The baseline can be defined by inputting coordinates of the two points Meas PC o 1 Press F1 MENU at P2 in the measure mode ppm 0 SD 33 417 P VA 300 9994gon I HA 44 6568gon P2 IMENUJHOLDJHSETIE DM Menu 2 Turn to P2 select 2 Stake out line 1 Point projection 2 Stake out line 3 Traverse 4 Inverse 5 Polarize 3 Input the instrument occupied data see 6 1 Input Stake out line i i A 1 Occ Orientation the occupied point data 2 Define baseline 3 Stake out line 4 Select 2 Define baseline follwing operations see 13 1 Define baseline procedures 5 6 and 7 55 14 2 Stake Out Line Point This measurement can be used to find the required point coordinates by inputting the length and offset based on baseline Y direction X direction Baseline Pt 2 Pt Length Offset Required point Length Distance along the baseline from 1 point to the position at which a line extending from the required point intersects the baseline at right angles X direction Offset Distance from the required point to the position at which a line extending from the required point intersects the baseline at right angles Y direction Procedure of stake out Stake out line 1
36. ct 2 Measure to start The coordinate value of the target is displayed 3 Press F2 I HT to re input the occupied data if necessary see 6 1 Input the occupied point data You can press F4 REC to record the data 4 Aim at the next target press F2 I HT to re input 3 EDM Coord Measure the target height if necessary and press F1 MEAS to 1000 000 a continue Follow this operation till all targets have 1000 000 10 466 E gt been measured 132 3648gon ll 150 3536gon 5 Press key ESC back to the coordinate mode HA VZN ELL 29 7 Stake out Measurement Stake out measurement is used to stake out the required point The difference between the previously inputted data to the instrument the stake out data and the measured value can be displayed by measuring the horizontal angle distance or coordinates of the sighted point The horizontal angle difference and distance difference are calculated and diplayed using the following formulars Horizontal angle difference dHA Horizontal angle of stake out data measured horizontal angle Distance difference Distance Displayed item SD S O SD measured slope distance slope distance of stake out data HD S O HD measured horizontal distance horizontal distance of stake out data VD S O VD measured height difference height difference of stake out data NOTE Stake out data can be input in various modes SD HD VD coordinates and REM mea
37. dapts the surrounding condition The noise from the instrument When the instrument working it is normal if you hear the noise from instrument motor it will not affect the instrument work Stored data responsibility FUJIYAMA should not be held liable for the lost data because of wrong operation 1 2 Definition of Indication For the safe of your product and prevention of injury to operators and other persons as well as prevention of property damage items which should be observed are indicated by an exclamation point within a triangle used with WARNING and CAUTION statements in this manual The definitions of the indication are listed below Be sure you understand them before reading the manual s main text Ignoring this indication and making an operation error could possibly result in death or serious injury to the operator Ignoring this indication and making an operation error could possibly result in personal injury or property damage WARNING e Do not perform disassembly or rebuilding Fire electric shock or burns could result Only FUJIYAMA authorized distributors can disassemble or rebuilt e Do not collimate the sun directly The eye injury or blind could result e Do not cover the charger Fire could be result e Do not use defection power cable socket or plug Fire electronic shock could result e Do not use wet battery or charger Fire electronic shock could result e Do not close the instrum
38. data 6 Note 7 View REC Angle Free 14000 VA 148 7080gon HA 352 4228gon Pt Tgt H Code NO PPO1 1 45ft 1 Press F3 REC on P3 in measure mode to enter into record mode The active JOB will display 2 Select 2 Angle data then aim at the target the angle will display in real time 3 Press F4 REC to input the following items point number target height and code press F1 OK to save data Aim at other targets and record them You could press F1 AUTO to perform this process directly if PT code and tgt H are unnecessary to re set 65 18 3 Record Distance Data Procedure of recording distance data Meas PC O ppm 0 SD DE VA 148 7080gon lli HA 352 4228gon P3 LO E a a REC JOB MY 1 0cc data 2 Angle data 3 Dist data 4 Coord data 5 Dist Coord data 6 Note 7 View Free 13999 33 421 ft VA 148 7080gon HA 352 4228gon Pt DDO1 Tgt H Code NO OFST REC Dist SD 1 45ft 18 4 Record Coordinate Data 1 Press F1 DIST on P1 in measure mode to enter into distance measure mode See 6 Distance Measurement 2 Press F3 REC on P3 in measure mode to enter into record mode The active JOB will display 3 Select 3 Dist data the measured data will display 4 Press F4 REC to input the following items point number target height and code press Fl OK to save data Aim at other targets press F2 DIST to continue You could press F1 AUTO
39. e 1 5 10 selectable 0 0001 0 0005 0 001 selectable 0 2mgon lmgon 2mgon selectable Horizontal angle double Vertical angle double FY TS 682 2 FY TS 685 5 0 m ft selectable Single prism 1 to 2000m Three prisms 1 to 2500m Fine mode 1mm 0 01 ft Tracking mode 10mm 0 1 ft 2mm 2ppm D Fine mode 1 7 s Tracking mode 0 7 s C T selectable hPa mmHg inchHg selectable 30 C to 60 C 1 C steps 510hPa to 1066hPa 1hPa setps 99 9mm 99 9mm OFF 0 14 0 2 selectable 99 9mm to 99 9mm 93 Level vial sensitivity Plate level Circular level Compensation System Range Resolving power Optical plummet Accuracy Image Magnification Focusing range Field of view Laser plummet Factory optional Accuracy Laser class Focus range Laser wave length Display LCD Illumination Internal memory Internal memory Data communication T O Power Battery Voltage Continuous operation tine Chargers Charging time at 20 C Others Working temperature Dimension 30 2mm 8 2mm Liquid dual axis 3 1 n 0 8mm 1 5m Erect 3x 0 5m a 4 0 8mm 1 5m Class 2 IEC60825 1 0 5m a 635nm 8 linesx24 characters Yes 16000 points RS 232C 2200 mAh Ni MH Rechargeable battery 7 2V DC Approx 8 hours Distance angle measurement Approx 20 hours Angle measurement FDJ6 100V to 240V 50 60Hz Approx 4 hours 20 50 C 220x184x360m m WxDxH 94 Weight Water
40. e refers to 3 6 How to Input Number and Alphabet Press the key ENT to save the code and back to previous mode NOTE The codes recorded in memory could be read from all JOBs 79 21 2 Delete a Code Procedure of deleting a code Memory 1 Press F3 MEM in the status mode to enter into 1 J OB 2 Known data memory management 2 Select 3 Code to enter into code management C de 3 Select 2 Delete 1 Key input 3 View 4 Clear list 11 22 4 Select a code you wanna delete Perform functions ea on the last line please see 6 1 Input the occupied 1234567890ABCDEF point data Press F4 DEL to delete the selected AB HI S02 code continuously or press key ESC back to TOP previous mode 21 3 View All Codes Procedure of view all codes Memor 1 J OB y 1 Press F3 MEM in the status mode to enter into 2 Known data memory management 2 Select 3 Code to enter into code management Code 1 Key input 2 Delete 3 Select 3 View to display all codes 4 Clear list 80 4 Perform functions on the last line please see 22 22 MYO1 back to previous mode 1234567890ABCDEF AB HISO2 EE weld Eu 6 1 Input the occupied point data Press key ESC 21 4 Clear all Codes Procedure of clearing all codes Memory 1 Press F3 MEM in the status mode to enter into 1 J OB 2 Known data memory management 2 Select 3 Code
41. e to find the 3D coordinates of a target by coordinate measurement Please input the occupied coordinate instrument height target height backsight coordinate or azimuth angle and azimuth before coordinate measurement Target Ht Target point Occiped point 6 1 Input the Occupied Point Data Procedure of inputting occupied point data Meas PC 0 1 Measure the height of target and instrument with a ppm 0 tape etc SD on pi 2 Press F4 CORD at P1 in the measurement mode DIST E LL Coord 3 Select 1 Occ orientation 1 Occ orientation 2 Measure 3 EDM 4 Select 1 Occ coordinate to input the occupied Coord 1 Occ coordinate coordinates instrument height and target height in 2 Set H angle corresponding items 26 Occ Coordinate 5 Press F4 OK to set the input data NO 0 000 Eo 0 000 Press F3 REC to record the data in active Zo 0 000 occupied data list see 18 1 Record Occupied AL 1 500m Data You could press F1 READ to read the existed 1 400m data for occupied point from memory Tgt H READ KIS How to read the existed data Known point data coordinate data and instrument occupied data in the current JOB and coordinate search JOB can be read Confirm that the JOB containing the coordinates you wanna read is already selected in coordinate search JOB see 19 1 Select a JOB Occ Coordinate 1 Press F1 READ wh
42. eceseeesseeeseeeeeseeeseeenseees 38 9 2 Angle Offset Measurement cccccccsscesssecesecesseeseeeeesecesseeeeeecnseecesseeeeeeesteeenseees 39 9 3 Dual distance Offset Measurement cecceeccesceescesseeesceeseesseeeeeeeseesseeeeeesseeeneeeees 41 IROA D DA AY fickle Ea OES A EA EEE S E E E E E ST E EEA 43 10 1 Measuring Distance Between Two or More Points cccsscessseeeeceeeeseeeeseeeneees 43 10 2 Change the Starting Point cccccsccccssccesccsseeeseeeesseceeeeeneeenseeeseaeeeeeeeeeeeneees 44 R SY lnsyeceemtre eeereaeec a ten ceecterce ere cr rere roar rocrecteeecboar er tee eeerecee rare 45 V2 FRESECUION csecssedsacesaedanees PA E E A E A A E A E E O 46 12 1 Coordinate RESection zans dni e AIET ARRERA ied aed NR das 47 12 2 Elevation REsSeCtiOn c iccciceccccsccssecdecadecstscndecaddantecstscndesadecadesssecadesadsvadesatevadesedevederes 48 12 3 Resection Calculation Process ssesseeseesessessessessessrssessessessessessessessessessessesseset 50 12 4 Precautions When Performing Resection c ccccccsssceeseeeeseeeeeeeeeseeeeeeesteeenseees 51 13e Point Projection nan a aa aa R ANA A A 52 13 1 Define BaselhihCreisoreneiarsisriienvini inrit rona NaN Eei VERTEREN TERA IR Tiek 52 13 2 Poni PrO Oia a A E a E A 54 EE Stake Out DE eaa a chs A T A A NR A N NNa 55 t4 I Peme Baseline vza 2g2accasee anaE REE ANENE A EATA E ARNS 55 14 2 Stake Out Lime Point 00 0 ec cssssssssecceesceeceeeseceseeeseseneeenecenesense
43. ect Ana PPO1 one and press key ENT to view Perform functions Dist DDO1 on the last line please see 6 1 Input the occupied Coord CC01 Coord CDO1 point data Press key ESC back to previous mode Note ROAD100 Pt 01 TO PILASTISRCH NOTE Ifthe point number is the same only the newer recorded data could be viewed The data inputted beforehand could not be viewed here The note could be viewed but its data 69 19 JOB Management 19 1 Select a JOB The active JOB or coordinate search JOB could be selected The data known data measured data occupied data coordinates note etc are recorded in the active JOB and user is able to search and read coordinate in the coordinate search JOB when coordinate measuring resection or stake out NOTE There are 10 JOBs in total the fatory default setting is JOB1 The default names are JOB1 JOB2 JOB10 you can rename them if necessary Scale factor could be set for every JOB but only the one of the active JOB could be modified Here is the equation used to calculate the data HD2 HD1 X S F Where HD2 corrected horizontal distance HD1 measured horizontal distance S F scale factor Procedure of J OB selection and scale factor setting Memor 1 J OB y 1 Press F3 MEM in the status mode to enter into 2 Known data memory management 3 Code x 2 Select 1 J OB to enter JOB management JOB 3 Select 1 JOB
44. ed when the prism and reflective sheet is selected as target the output is equivalent to the safer class 1 Follow the safety instructions on the labels to ensure safe use CAUTION CLASS 3R LASER RADIATION WHEN OPEN AVOID DIRECT EYE EXPOSURE CAUTION CLASS 2 LASER RADIATION WHEN OPEN DO NOT STARE INTO THE BEAM Laser emit CAUTION Note for Safety A N WARNING e Never point the laser beam at other s eyes it could cause serious injury e Never look directly into the laser beam source it could cause permanent eye damage e Never stare at the laser beam it could cause permanent eye damage e Never look at the laser beam through a telescope or other optical devices it could cause permanent eye damage 1 4 About User 1 This product is for professional use only The user is required to be a qualified surveyor or have a good knowledge of surveying in order to understand the user manual and safety instructions before operating inspecting or adjusting 2 Wear required protectors safety shoes helmet etc when operating 1 5 Exceptions from Responsibility 1 The user of this products is expected to follow all operating instructions and make periodic checks of the product s performance 2 The manufacturer assumes no responsibility for results of a faulty or intentional usage or misuse including any direct indirect consequential damage and loss of profits 3 The manufacturer assumes no respon
45. eeeeeeseaaees 73 19 4 2 Instruction of Office Software ee eeeescesseeseeseeeseeeseeseeeeeeesseeeseeseeeeeeesseeenes 74 20 Known Data Management ccccesccesseeseceseceseceseceeeceaecceceaeceaecaeceeeceaeseaeeeeeeeeeenaeenes 75 20 1 Input Known Point Coordinate by Keys ce ceceecceseesseceseceeeceeeceeeceeeeeeeeneeeneeenes 75 20 2 Input Known Point Coordinate via RS 232C oo cecceceeseeeseceeeceeeceeeeeeeceeeeeeeeneeenes 76 20 3 Delete known point coordinate cccccccceesseeeseeeesseeesceceeeeeeeeeseeeseeenseeseeeeeaes 76 20 4 View known points data cccescesecesecsseceseceseceseceseceseceaecceceaeeeeeceaeceaeeeeeseeeeneeenes 77 20 5 Clear all known points data cccccccecccssssceeseceeseeeeseeessneeseeeeeeeeeseeeseeeseneeneseeeaes 78 21 Code Management eccesccesecssecsseceseceseceseceseceseceeeceaeceaeceeecaecaeceaeceaeseaeeneeeneeeeeeeees 79 21 1 Inputa CODE canere neninn n a a a E ER R EN ERE OR Ennni E Ei 79 PAED IE DOTE E E Ee ee 80 213 View All COGES i cessesscecsacstttescestievitensdtesdestdevteridbrpestdevioansdindantdendandincdateanaeians 80 21 4 Clear all Codes cecccceccccssessseeesseeceseecseneeseaeeesseeenseecsnecseceeseneeesseesseeessneeseeeseaes 81 22 Warning and Error MeSssages ccccccssseesssceeseeeeseeessceeseeeesseeeseecsneeeeseeesneeeseeessneenes 82 23 Checks and Adjustment eccescesecesecsseceeeceseceseceeceaeceaeceaecaecaeceaeceeeceaeeeeeeeeeeeaeeees 83 23 1 The I
46. en inputting the coordinate 2 The list of existed coordinate displays as shown left Occ Occupied data saved in the current JOB or in the coordinate search JOB Coord Measured coordiante data saved in the current JOB or in the coordinate search JOB Pt Known point data saved in the current JOB or in the coordinate search JOB TO P t P Press keys 7 to move one by one i Press keys gt to turn the previous next page Press F1 to switch between t P status and Hfi status e Press it and the first point on the first page will display Gu Press it and the last point on the last page will display Get Press it to enter into coordinate data search mode Input the required point number to search R 3 Select the required data and press the key ENT Occ Coordinate 100 000 The corresponding data will display You could re edit Pe GnG the data and it won t affect the original coordinate data 1 500m 1 300m 4 Press F4 OK to save the setting 27 NOTE The point number that was read is displayed until the current JOB is changed or a new point number is selected If more than two points with the same point name exist in the current JOB the instrument finds the first recorded data only 6 2 Azimuth Setting The azimuth of backsight could be inverse calculated by the coordinates of occupied and backsight g N 0 Azimuth Instrument Station
47. enesenssenseeneeeneeones 57 15 Traverse n aA aT E E E 59 LSsLSaves Coordinates vec iccsccescaeedesssceecterseeechenseessteanty a ea ai 59 1972 Read Coordiante ssi iss estas acticin cana ashanti aes aches es cana ANTAA RANA 60 TO INVETI aranira Ea ARVATE ANTEA TENANTE VAEA TEENAA TEERAA ANIE E 6l 17 Polar Coordinates Calculation ssseeseseeseeseeseessessessessessessessessessessestessessessessessessesees 63 VB RECORT on nn tad AN T E ONO A N E A ANOTA 64 18 1 Record Occupied Data yasikia i a a a BAe Rees 64 18 2 Record Angle Data 0 0 cccccccsccsssscesseceeseeeeeecescecsseeeseseeeeseeessaecsseeeseaeeseseeeeeeesnaees 65 18 3 Record Distance Data eecesscssceseesseesceeseeeceeseeecesceesceseecseeceeseeesseeeeeeeneeees 66 18 4 Record Coordinate Dalase aniran E ROO 66 18 5 Record Distance amp Coordinate Data eserescesescenn cena n 67 18 6 Record Notesscsiccicvcscadsecstacesecsseceaecavacevecsbicepeatecapesadeceaetanacavevapevesevaracarevanesereser 68 TBE VICW Atal recs E E E E EE E E E A EE E 69 19 JOB Mand gement s sssr R R RE 70 19 1 Select a JOB ooo eececcscccsseesseeessreessneeeeseecsseecnnecseneeseaeeeeseeseseeesneeseaseseseeesneeeeeees 70 192 Rename a JO Berara aiaa E NE 71 19 3 Outputine JOB Data rision Ea a eaea EE Aa ao N A EA 72 19 4 Output JOB Data s cccsccesecg siesiislecsstaeseas Goeveeslanececddseweee tees siedi R R E 73 19 4 1 Download Data cccccccccesscesssecsseecseneeeeseessseecssneeeeneeseseeenseecseeenen
48. ent to burning gas or liquid and do not use the instrument in coal mine Blast could be result e Do not put the battery in the fire or high temperature condition Explosion damage could result e Do not use the battery which is not specified by FUJIYAMA Fire electric shock or burn could result Do not use the power cable which is not specified by FUJIYAMA Fire could result e Do not short circuit of the battery Fire could result N CAUTION e Do not touch the instrument with wet hand Electric shock could result e Do not stand or seat on the carrying case and do not turn over the carrying case arbitrarily the instrument could be damaged e Be careful of the tripod tiptoe when setup or move it e Do not drop the instrument or the carrying case and do not use defective belt agraffe or hinge Instrument damage could result e Do not touch liquid leaking from the instrument or battery Harmful chemicals could cause burn or blisters e Please assemble the tribrach carefully if the tribrach is not stable series damage could result e Do not drop the instrument or tripod series damage could result Before use it check the central screw is tight 1 3 Safety Standards for Laser Only for FY TSO 682 685 FY TSO 680 series adopt the class of Laser Product according to IEC Standard Publication 60825 1 Amd 2 2001 According this standard EDM device is classified as Class 3R Laser Product when reflectless measurement is select
49. ess numeric key 4 and the 3 Reticle adjust instrument will beep the EDM returned signal value 4 Signal will display simultaneously 3 8 How to Set Parameters Press key Cnfg on the keyboard to enter into config mode in any status all the following items can be set 3 8 1 Measure Condition Setting 1 Press key Cnfg to enter into config mode Config 1 Meas condition 2 1 nst config 3 Inst adjust 2 Select 1 Meas condition to set measurement 4 Com setting 5 Unit 6 Date amp Time parameters All items display on two pages Meas condition 1 Dist mode 2 Tilt adjust 3 Refr coeff 3 Change the settings if necessary Press keys to select items and press keys to set options 4 VA display 5 HA display 6 HA buzzer 7 Coord 4 Press key ESC back to the previous mode Table 3 1 List of measurement condition setting Item Options 1 Dist mode SD HD VD 2 Tilt adjust XonyYon XonYoff XoffYoff 3 Reft coeff 14 20 No 4 VA display Zenith VA V90 Grade 5 HA display HAR HAL 6 HA buzzer No Yes 7 Coord N E Z E N Z 1 5 10 1 Min reading 0 0002g 0 001g 0 002g 0 005mil 0 02mil 0 05mil 2 ppm correct No Yes auto correct ppm or not by built in temperature and pressure sensors NOTE Every first options with the symbol are the factory setting 3 8 2 Instrument Basic Setting Co
50. get point Instrument station When the offset point is positioned to the left or right of the target point make sure the angle formed by lines connecting the offset point to the target point and to the instrument station is almost 90 When the offset point is positioned in front of or behind the target point installs the offset point on a line linking the instrument station with the target point Procedure of single distance offset measurement PC 0 1 Set the offset point close to the target point and ppm oO measure the distance between them then set up a DE prism on the offset point HD 0 000ft 2 Aim at the offset point and press F1 MEAS to VA 189 9284gon HA 47 2432gon P3 measure the distance at P1 in measure mode OFST RES 3 Select MENU at P2 in measure mode and then 38 Offset select 4 Offset or press F2 OFST at P3 directly 1 Occ Orientation e an gt Offset Dist 4 Select 1 Occ orientation to input the 3 Offset Angle instrument occupied data see 6 1 Input the 4 Offset 2Dist occupied point data 5 Select 2 Offset Dist Offset 1 0cc Orientation 2 Offset Dist 3 Offset Angle 4 Offset 2Dist 6 User could press F1 MEAS to re measure the Oneed Dist offset point or press F4 OK to the next step SD 10 186m _ on ATTE Di 7 Input distance and direction of offset point I Dist horizontal distance from the target point to I
51. have to adjust it Il Adjustment by program Set up the instrument on tripod or adjustment platform and level it accurately Config 1 Meas condition 1 Press key Cnfg to enter into config mode 2 1 nst config 4 Com setting 2 Select 3 Inst adjust to set instrument basic 5 Unit 6 Date amp Time parameters Two items display Inst adjust 1 Tilt correct 2 1ndex error correct 3 Select 2 1 ndex error correct Index error correct 4 Sight a reference point in face I and press F3 OK VA 95 8860gon HA 115 4506gon Take F1 l Index error correct 5 Sight the reference point in face II Rotate the VA 295 8860gon instrument 180 200gon and sight the same point HA 115 4506gon then press F3 OK Take F2 lI 90 6 Press F3 YES to set the correction and press F4 Index Error NO to give up Old 0 0048gon New 0 0012gon Set 23 11 EDM Optical Axis and the Telescope Sighting Axis Error It is necessary to check this error after the adjustment of telescope reticle error I Check For FY TS 682 685 1 Install the instrument at the tripod or a stable device and level it accurately then turn on the instrument s power on 2 Set a prism about 2m far away from the instrument 3 Aim at the prism center with telescope reticle 4 Enter EDM signal testing screen see 4 7 Setting Mode 5 Observe through eyepiece turn the focusing knob until the read mark is clear if the devia
52. he offset points and the target point are the same then use the offset points as the target 2 Aim at the offset point and press F1 MEAS to measure the distance at P1 in measure mode 3 Select MENU at P2 in measure mode and then select 4 Offset or press F2 OFST at P3 directly 4 Select 3 Offset Angle after inputting instrument occupied data see 6 1 Input the occupied point data 5 Accurately sight the direction of the target point and press F4 OK the distance and angle of the target point are displayed 6 After finishing measurement Press F1 REC to save Press F2 NEZ to display NEZ coordinate Press F3 NO back to step 6 Press F4 YES back to offset mode 40 9 3 Dual Distance Offset Measurement By measuring the distance between the target point and the two offset points Set two offset points 1st target and 2nd target on a straight line from the target point measure the Ist and 2nd target then input the distance between the 2nd target and the target point to find the target point Target point Offset point ie Target Offset point Target Instrument station Procedure of dual distance offset measurement PC 0 ppm 0 DE HD 0 000ft VA 189 9284gon HA 47 2432gon P3 RES Offset 1 0cc Orientation 2 Offset Dist 3 Offset Angle Observe Ist offset 10 186 10 000 DE 10 000 90 0000gon 64 5154gon 1 Set two offset po
53. ht code user date time weather wind temperature pressure and ppm Press F2 OPPM to set ppm value as 0 and the tempressure and pressure as the default value Press key A V to select item and turn page Date 08 08 2006 4 Press F3 READ to read existed coordinate data Time 10 00 00 4 See 6 1 Input the occupied point data Weather cloudy Wind Light Temp 25 C 5 Press F1 OK to record Pressure ppm OK JOPPM 64 Date Time Weather Wind Temp Pressure Overwrite 08 08 2006 10 00 00 4 n Z QO s es CA A E E E e E a 7 3 20 3 Psi 6 If the inputted Pt is the same as an existed one the instrument will display as shown left Press F3 NO to re input Press F4 YES to overwrite Press F1 ADD to save and the original one will not be deleted The max length of Pt is 14 characters The instrument height range 9999 999 9999 999 The max length of code and user is 16 characters Date and time are not allowed to change here Weather options Fine Cloudy Flurry Rain Snow Wind options Calm Gentle Light Strong Gust The temperature range 30 60 C The pressure range 500 1400 hPa mbar 375 1050 mmHg 14 8 41 3 inch Hg The ppm range 499 499 ppm 18 2 Record Angle Data Meas PC 0 ppm 0 SD DE VA 148 7080gon lli HA 352 4228gon P3 LO E a WI REC JOB MY 1 0cc data 3 Dist data 4 Coord data 5 Dist Coord
54. ient K is 0 142 Refer to the 3 8 1 Measure Condition Setting to change the value 101 Appendix III Connect the FY TS 680 TSO 680 series with PDA 1 Connect the 680 series and PDA Here we will take Carlson Explorer as a example with RS 232C cable 2 Refer to the chapter 3 8 3 Communication Port Setting to set the parameters on 680 series And then set the instrument at basic measurement mode as followings shown Meas PC 0 ppm 0 SD VA 302 5432gon lIl HA 85 8888gon P1 DIST OSETICORD 3 Run the survey program on the PDA for example SurvCE exe of Carlson then select the instrument mode in the SurvCE NOTE Sokkia Set for 680 series is available 102 MAP Equip lt lt _ lt _ lt lt _ lt lt _ _ __ ee 4 Instrument 4 Set the communication parameters on the PDA they must be same with 680 series s And select the 2 Way in communication setting 5 And then the PDA will sending data to 680 series to test the communication if they can not communication check the cable connection and parameters to try again NOTE These designs figures and specifications are subject to change without notice We shall not be held liable for damages resulting from errors in this instruction manual 103
55. ints 1 target 2 target on a straight line from the target point and use the offset points as target 2 Select MENU at P2 in measure mode and then select 4 Offset or press F2 OFST at P3 directly 3 Select 4 Offset 2Dist after inputting the instrument occupied data see 6 1 Input the occupied point data 4 Aim at the 1 target and press Fl MEAS and measured data will display Press F4 OK to accept this value 41 Observe 2nd offset 10 186 10 000 10 000 90 0000gon 64 5154gon Offset 2Dist SD 13 511m VA 346 9636gon HA 249 0298gon RS rd Be a 5 Sight the 2 target press Fl MEAS and measured data will display press F4 OK to accept this value 6 Input the distance from 2m point to the target point and press key ENT the angle and distance of the target point are displayed 7 Press F1 REC to save Press F2 NEZ to display NEZ coordinate Press F3 NO back to step 6 Press F4 YES back to offset mode 42 10 MLM MLM is used to directly measure slope distance horizontal distance and the height difference from one base point to other points without moving the instrument NOTE The last measured data could be set as the base point for the next operation The height difference between one point and the base point could be displayed as grade mode Target P2 Start point P1 Occupied point 10 1 Measuring Distance between Two
56. ion of the bubble if it is still centered no adjustment is necessary if not you have to adjust it II Adjustment 1 Mount the instrument on a stable device and fix it 2 Level it roughly Mark 3 Turn the instrument and make the tubular level be parallel to a line linking two leveling foot Adjusting screw screws then adjust the two screws to center the bubble S d ID 4 Turn the instrument 180 200gon adjust the Adj screw with adjustment pin slightly to correct half of the bubble s displacement when it doesn t E LOD move 5 Repeat operations 3 4 until the bubble remains centered in any position 23 3 Circular Level I Check 1 Mount the instrument on a stable device and fix it 2 Level it accurately by the plate level 3 Observe the bubble of the circular level if it is centered no adjustment is necessary if not you have 3 Circular Leve to adjust it Il Adjustment 1 Mount the instrument on a stable device and fix it 2 Level it accurately by the plate level 3 Adjust the three adj screws to center the To aa bubble by a wrench i777 A NOTE Be careful when adjusting the three screws and the tightening tension is identical for them Te 84 23 4 The Optical Sight I Check 1 Mount the instrument on a tripod and fix it 2 Set a cross mark target which apart from the instrument about 50m 3 Take the telescope sight the cross mark 4 Observe the optic
57. ither because the item in question does not exist or the data volume is large 82 23 Check and Adjustment 23 1 The Instrument Constant I Check It is suggested to observe and compare the instrument with a testing baseline which is set on stable ground with a particular accuracy though error is not generally included in the instrument constant If the testing line is unavailable you can select a flat place and set up the instrument and a target in the same height AB BC a o i __________ A B C 1 Select a point B on the approximately horizontal line AC with about 100 meters long Measure the distances of lines AB AC and BC 2 The instrument constant can be calculated instrument constant AB BC AC 3 Repeat steps 1 and 2 ten times and get the average value for instrument const if the average value is within 3mm adjustment is unnessary 4 If the difference is over 3mm after the preceding operations it is necessary to reset the instrument constant II Adjustment If the instrument const is necessary to reset please contact FUJIYAMA service representative to perform that 83 23 2 Tubular Level I Check 1 Mount the instrument on a stable device as tripod adjusting device and fix it 2 Level the instrument until the plate level is parallel to a line linking leveling foot screws A and B then adjust the two screws to center the bubble 3 Turn the instrument 180 200gon observe the moving direct
58. late the instrument and don t collimate the sun directly for protecting eyes and instrument Avoiding the librations on the instrument When transporting keep the instrument in the case and try your best to lighten librations Carry the instrument When carrying the instrument handle must be hold tight Check the battery power Before using it you should check the power whether it is enough Take out the battery It is not suggested to take out the battery when the instrument is on otherwise the stored data may be lost so it is better to replace the battery after power off the instrument Set up the instrument on the tripod When using it please insure the connection between tripod and instrument is firm It is better to work with wooden tripod for the measurement accuracy Assemble the tribrach on the instrument The setting of tribrach would influence the accuracy The tribrach should be check frequently the screw which connects the tribrach and alidade must be locked tightly And the central fixing screw should be tight High temperature condition Don t put the instrument in high temperature condition for a long time it is bad for the instrument performance Temperature changing sharply The sharp temperature changing on the instrument or prism will shorten the distance measurement range for example after taking the instrument out from a warm car to a cold condition wait for some time it can be used when it a
59. mbol only indicates the supply power but not the instantaneous power change And if the measurement mode changes the symbol will not show the power s decrease or increase immediately It is suggested to check every battery power before field work 2 1 2 Replace the Battery 1 Remove the battery Press the button downward as shown left 2 Remove the battery by pulling it toward you 2 Mount the battery Insert the battery to the instrument Press the top of the battery until you hear a Click As above figures show connect the charger and the battery then plug the charger into the outlet of 110V 220V AC power supply recharging will begin NOTE For a new or long time no use battery in order to fully extend its capacity it is absolutely necessary to carry out 3 to 5 complete charging discharging cycles and the charging time must be 10 hours at least each time The indicator light on the charger will illuminate three separate colors for varies mode conditions Solid Red Light indicates that the charger is working Solid Green Light indicates that the charge has finished Flashing Red Light indicates no battery on charging poor connection or some problems exist It is recommended to continue charging for 1 or 2 hours after the light turn green Once the red light flashes constantly after the charger is plugged into the outlet of 110V 220V AC power supply please remove the battery and
60. nfig 1 Press key Cnfg to enter into config mode 1 Meas condition 2 Select 2 Inst config to set instrument basic 3 Inst adjust 4 Com setting parameters Three items display 5 Unit 6 Date amp Time Inst config 1 Auto off 15min 2 LCD contrast 9 3 Reticle adjust 7 3 Change the settings if necessary Press keys to select items and press keys to set the options 4 Press key ESC back to the previous mode Table 3 2 Option list of basic setting Item Options 30min No Smin 10min 15min 1 Auto off The instrument would power off automatically to save battery if no operation in setting time 2 LCD contrast 0 13 9 3 Reticle adjust 0 9 7 NOTE The options with the symbol are the factory setting 3 8 3 Communication Port Setting Please set communication parameters before connecting your computer Config 1 Meas condition 1 Press key Cnfg to enter into config mode 2 1 nst config 3 Inst adjust iaga 4 Com setting 2 Select 4 Com setting to set the parameters of 5 Unit communication port 6 Date amp Time Com setting 3 Change the settings if necessary Press keys A 5 an ce Sbi to select items and press keys to set 3 Parity the options 4 Stop bit 5 Check sum 6 Xon Xoff 4 Press key ESC back to the previous mode Table 3 3 Option list of com setting
61. nstrument Constant s 5 ciscevstiescesssdistevsaicsdavssdussavsnivssavesdussavsnaccdevedduevensviurvenes 83 23 2 Plate LGV CMasez ssi acnatete sus e e R RR ARA R R AAR ARR 84 233 Circular LEVE l aeaa E 84 234 The Optical Sight sceicc seeccicesccesicednessdeesnvesanedtective seine sacedtessdeetuivesiuediessiuestieg sueetbesste 85 23 5 Optical Plummet rasain elaine deinen RER 85 23 6 Laser Plummet optional escesceseceseceeceseceseceseceeeceaeceeeceaeeeaeceaeceaeceeeseeeeneeenes 86 23 7 Vertical Cross hair on Telescope ccccsccsesseceseeeesseeeececsseeeseeesseeesseecseneeneeeeaes 86 23 8 Horizontal Collimation Error C cccccccesscceseessceeseceeseneeeeseecsseecssnecseeessneeeeeesenes 87 23 9 Tilt SoNg se ssissdevsediseevsadisdavtedisaavetds a 88 23 10 Vertical Index Error cceccccccsccessscessceeseseeseseeesseeceseecsnecseaeeseaeeesseeesaeeessaeeeeaeeeeaes 89 23 11 EDM Optical Axis and the Telescope Sighting Axis Error cccccsceesseereeenes 91 A Me e TE ALL ONS P E decease tes tec A N T A E AE 93 25 ACOESSOT CS vacsscessadsrdiveniutdecazcxsccsdavhadestarsdevssavtcevasevacavssavidevsdessdevapividovevansdoveversdorazenadanes 95 Appendix I Atmospheric correction formula and chart Just for reference eee 99 Appendix II Correction for refraction and earth curvature sssssssseeseeseseessesssseseeeee 1001 1 Precautions for Safety 1 1 Note Don t collimate the sun directly Avoid to inso
62. oint error I Check Set up the instrument on tripod or adjustment platform and level it accurately Config 3 1 Meas condition 1 Press F3 OSET twice to set HA to 0 on P1 in 2 l nst config measure mode 4 Com setting Press key Cnfg to enter into config mode 5 Unit 6 Date amp Time 2 Select 3 Inst adjust to set instrument basic parameters two items display Inst adjust 1 Tilt correct 3 Select 1 Tilt correct 2 1ndex error correct Tilt offset 4 Wait a few seconds for this display to stabilize then x 0 0020gon read the automatically compensated angles X1 and Y 0 0032gon Yi HA 127 1202gon Take F1 88 Tilt offset 5 Rotate the instrument 180 200gon Loosen the x 0 0008gon horizontal clamp and turn the instrument 180 Y 0 0012gon 200gon while referring to the displayed horizontal Take F1 T angle then re tighten the clamp Wait a few seconds Calculate the following offset values tilt zero point error Xoffset X1 X2 2 Yoffset Y1 Y2 2 When the offset value falls within the range 20 adjustment is not necessary If one of the offset values Xoffset Yoffset exceeds 20 adjust the value as follows for the display to stabilize then read the automatically compensated angles X2 and Y2 II Adjustment 6 Press F3 OK to set the horizontal angle to 0 Tilt offset ilt offse Take F2 is displayed xX 0 0008gon Y 0 0012gon p 7 Rot
63. oord 3 After setting the elevation for the first known point press F3 NEXT to set the second point data 4 After all known points data have been set press F4 MEAS Press F1 READ to read existed coordinate data 5 Sight the first known point and press F1 DI ST to begin measurement The measured data are displayed 6 Press F4 YES to use the measured data of the first known point data Press F3 NO to re measure the point You can also input target height here After finishing two measurements CALC will be displayed 6 Press F1 CALC to calculate Instrument occupied elevation and standard deviation are displayed 7 Press F1 NEXT to add other known points Press F3 REC to record the calculated result Press F4 OK to finish elevation resection Only Z elevation of the instrument occupied coordinate is set N and E values would not be overwritten 49 12 3 Resection Calculation Process The N E coordinates are found by angle and distance measurement equations and the instrument occupied coordinates are found using the least squares method The Z coordinate is found by treating the average value as the instrument occupied coordinate Calculation begins Hypothetical coordinates are found The measured equation for the angle is prepared The measured equation for the distance is prepared Iterate 3 times The normal equation is prepared a e lt a lt
64. orm com setting and select the required text then begin to send coordinate data It will back to known data mode after finishing 20 3 Delete known point coordinate Procedure of known points deletion Memory 1 Press F3 MEM in the status mode to enter into 1 J OB memory management 3 Code 2 Select 2 known data to enter into known data management The name of the active JOB displays 3 Select 3 Delete and all points in current JOB Known data JOB JOB Paul01 will display 1 Key input 2 Com input 4 View 5 Clear 6 Com setting 76 Pt 4 Select a point you wanna delete Perform functions Pt Pt Pt point data Pt Pt S1 Pt S1 Ue Sy Site on the last line please see 6 1 Input the occupied 5 Press F1 NEXT to display the next point data Press F2 PREV to display the previous point data Press F4 DEL to delete it and continue to delete other points N E Z Pt S1 Press key ESC back to known data management NEXTIPREV mode 20 4 View known points data Procedure of known points view Memory 1 Press F3 MEM in the status mode to enter into 1 J OB gt Known data memory management 3 Code 2 Select 2 known data to enter into known data management The name of the active JOB displays Known dats 3 Select 4 View and all known points of the JOB JOB Paul01 current JOB will display 1 Key input 2 Com input 3 Delete 5 Clear
65. proof Telescope Length Image Objective aperture EDM Magnification Field of view Resolving power Mini focus distance Angle measurement Reading system Circle diameter Angle unit Minimum display Detecting mode Accuracy Distance measurement Laser wave length Laser class 6kg IP54 IEC60529 FY TSO 682 685 156mm Erect 045mm 30x 1 20 3 5 1 7m Absolute encoder 79mm degree gon selectable 1 5 10 selectable 0 0001 0 0005 0 001 selectable 0 2mgon lmgon 2mgon selectable Horizontal angle double Vertical angle double FY TSO 682 Rl FY TSO 685 Be 650 690nm Class 3R IEC 60825 1 Measurement range good condition Reflectorless Reflective sheet RP30 Reflective sheet RP60 Single prism Mini reading Accuracy Prism mode Reflectorless mode Measurement time Distance unit Temperature unit Pressure unit 1 to 150m White target KODAK CAT No E1527759 1 to 500m 1 to 800m 1 to 5000m Fine mode 1mm 0 01 ft Tracking mode 10mm 0 1 ft 2mm 2ppm D 3mm 3ppm D Fine mode 1 2sec Tracking mode 0 5 sec m ft selectable C T selectable hPa mmHg inchHg selectable 95 Temperature input range Pressure input range Prism constant condition Refraction and earth curvature correction Reflecting prism constant correction Level vial sensitivity Plate level Circular level Compensation System Range Resolving power Optical plummet Image Magnifica
66. ration of how to measure the foresight point and save it in the list Procedure of saving coordinate M PC 0 i ppm 0 1 Press F1 MENU at P2 in the measure mode SD 33 417 PM VA 300 9994gon I HA 44 6568gon P2 IMENUJHOLDJHSETIE D M Menu MRTE P2 2 Turn to P2 select 3 Traverse 1 Point projection 2 Line stakeout 4 Inverse 5 Polarize Traverse 3 Press 1 Save coord 2 Read coord 59 Save coord VD 29 183ft VA 315 3212gon E HA 64 5876gon f I PEL Save coord VD 19 682ft VA 159 9150gon E HA 68 0594gon I MEAS Save coord 15 2 Read Coordiante 3 Aim at the target point and then press F1 DI ST You can press F4 I HT to re input instrument height or target height here 4 Press F4 SET to save the data or press F3 REC to record it in the list 5 Press F3 NO back to the previous mode and press F4 YES to set the data Set the measured foresight point in the saved coordinates list as the occupied point and the previous occupied point becomes the back point Traverse 1 Save coord 2 Read coord Read coord HA 0 0002gon 1 Move the instrument to the measured forsight point 2 Select 2 Read coord 3 First aim the previous occupied point then press F4 YES to set the previous foresight point coordinate as the occupied point coordinate or press F3 NO to give up 60 16 Inverse The distance and azimuth from a star
67. reference Factory setting temperature 20 C pressure 1013hPa Oppm The correction Kpt 274 417 0 2905 p 1 0 0036 t e cece FT TS 682 685 Kpt 278 960 0 2902 p 1 0 0036 t 02008 FT TSO 682 685 Where p Pressure value hPa t Temperature value C Kpt Atmospheric correction ppm Example t 20 C p 1013hpa LO 1000m Then Kpt 0ppm FT TS 682 685 Kpt 4ppm FT TSO 682 685 L L0 1 Kpt 1000x 1 010 6 1000 000m FT TS 682 685 L L0 1 Kpt 1000x 1 410 6 1000 004m FT TSO 682 685 The atmospheric value is obtained easily with the atmospheric correction chart Find the measured temperature in horizontal axis and pressure in vertical axis on the chart Read the value from the diagonal line which is the required atmospheric correction value 1050 T 100 EIR 0 pat om 2 1 a 950 ig 500 os 900 z v im 1000 w t 1 3 a 850 xe par L Lal 1500 oO p3 gt 800 5s 5 2000 T 750 7 san 2500 i 700 m oo cane 3000 650 st 20 10 0 10 20 30 40 50 Temperature C For FY TS 682 685 99 Lz a j wW uo1eaag OE Pi E Za FE i 7 7 i ie 7 500 H a x H a J j L i 7 aasa LA maa 7 4 zi L H m mpi LA LA m A S EEA ELEL EFEELEE L AREFE EAEE A EE L P z ca
68. rew C till the bubble in the center of the level Screw C Repeat above steps until the bubble remains in the center of the plate level while the instrument is rotated to any position 4 Center the surveying point again Loosen the centering screw slightly Looking through the optical plummet eyepiece slide the instrument over the tripod head until the surveying point is exactly centered in the reticle Re tighten the centering screw securely 5 Check again to make sure the bubble in the plate level is centered If not repeat procedure 4 2 4 Accurate Levelling Up with Electronic Level on screen It is convenient for 680 series to level up with electronic level especially when it is difficult to observe the circular level and plate level Tilt Value 1 Power on the instrument and enter into X OVER measurement mode press F1 TILT at P3 Y VER P 9 or press key BS directly and the electric Lightness 4O01 level displays on screen Tilt Value 2 Level it by turning three foot screws see X 0 00 02 above operation 3 Center the bubble in the Y 0 00 03 4 plate level Be sure the is always in the Lightness O1 center Note If the instrument is equipped with laser plummet after opening this menu the laser plummet will turn on automatically With pressing lt or gt key the laser lightness can be adjusted 3 Basic Functions 3 1 Nomenclature
69. rt 180 2 if C lt 8 no adjustment will be necessary If C gt 8 proceed with the following adjustment II Adjustment 1 Power on the instrument after leveling up and rotate telescope to initial 2 Aim at the cross hairs of collimator or the obvious target at a distance Gets the face left angle reading H1 and the face right angle reading Hr 3 Rotate the instrument in face right position turning horizontal tangent screw until Hr Hr C 4 Loosen the shield of telescope s reticle Adjusting two screws at left and at right until the vertical hairs of telescope s reticle coincides with the cross hairs of collimator or target 5 Repeat the check and adjustment procedure until the error is accepted 87 Adjusting screw Eyepiece justing screw NOTE 1 When adjusting the screws of reticle firstly loosen the screw on the moving direction of reticle secondly tighten another screw by the same mount clockwise turning is for tightening and anticlockwise turning is for loosening the turning mount for tightening or loosening should be same 2 After the reticle adjustment it is necessary to adjust the vertical index error by program see 23 10 Vertical Index Error 23 9 Tilt Sensor If the tilt angle shown on the display shifts from tilt angle 0 zero point the instrument is not correctly leveled This will adversely affect angle measurement Perform the following procedures to cancel the tilt zero p
70. sibility for consequential damage and loss of profits by any disaster an earthquake storms floods etc 4 The manufacturer assumes no responsibility for any damage and loss of profits due to a change of data loss of data an interruption of business etc caused by using the product or an unusable product 5 The manufacturer assumes no responsibility for any damage and loss of profits caused by usage except for explained in the user manual 6 The manufacturer assumes no responsibility for damage caused by wrong transport or action due to connecting with other products 2 Preparation before Measurement 2 1 About Battery 2 1 1 Battery Power Symbol Meas SD VA HA DIST OSETICORD Measurement is possible The battery is lower it is better to replace or recharge it L eL Ae A Measurement is impossible it is necessary to replace or recharge battery NOTE The working time of battery will be effected by many factors such as ambient temperature recharging time recharging and discharging times On the data safe side we suggest the users recharge the battery full or prepare several full batteries before operation The battery symbol only indicates power capability for current measurement mode The power consumption in distance measurement mode is more than in angle mode if the instrument enters into distance measurement mode from angle mode the power maybe auto off because of lower battery The sy
71. srssrsseesseessessees 6 2 1 3 Recharge the Battery enen a AE e EE S 6 22 Setting Up the Instrument oar ass einen tain EN ERE 7 2 3 Centering and Levelling Up sinnissnn eiii aiei aai EE EE EEEE aK ai 7 2 4 Accurate Levelling Up with Electronic Level on screen essessessessseseessrssessessse 8 3 Basic FUNCHONS hren aa an n E N EEA AE ONO I ONEN NN NI 9 FI Nomic Di aran aT A RERA IRETE TE RERE AR ANa 9 3 2 Basic Key Operation 2 cste ceccccceedecstecvdecedsvstvsad En E NE EEE a 11 SSIS Play ss see ssseeaas ceeeaeeeoeea E E ea tise eee teeeat eat eee 12 3 4 Mode Diagrami vsscsseicespsicusteea a a aE aa a teen es 13 3 5 Power ON O aa nA AA AAN 14 3 6 How to Input Number and Alphabet ccccccccccsssceeseeesseeeeseeesseeeseeeeeeeeesesenseees 15 3 7 Setting Mode Press X directly sssssessssssesesesesesesesssesssesesisisisrsssnnrsrsrsrsssnrseses 16 3 8 Howto Set Parameters aaoi oa A E A N EA A N 17 3 8 1 Measurement Condition Setting ccceessccesseeesceeseneeeeneeesseeesseeesseeeseeeneees 17 3 8 2 Instrument Basic Setting 20 0 ccccecssccssseceeneeeeseeeeseeesscecsereceeseeesseeesseeeneeenseeenes 18 3 8 3 Communication Port Setting 0 0 ccccccescccesceeseeeeseecsseeeseeeeeeeesseeesseeeeeeeeereenes 19 3 Be4 Unit Setio fos och ceed cles e e E a eea ear e aetra ie ter esate 20 3 8 5 Date Ge Time S Cte g eis r e a RE Sooke E E ke 21 3 8 6 EDM Setting inni E E eel added dete sdb el TEE ies ias 22 4 Angle Measurement
72. surement EDM settings could be set in this mode 7 1 Distance Stake out The point to be found based on the horizontal angle from the reference direction and the distance from the instrument station Position to be stake out Adistance Reference direction Present target position l Distance to be stake out Instrument station 30 Procedure of distance stake out measurement Menu 1 Coordinate 3 Area 4 Offset 5 MLM 6 REM 7 Resection S O 2 S O data 3 EDM S O 1 Occ Orientation 2 S O data 3 EDM Stake out 1 Height 2 Angle amp Dis 3 Coord S O SD SD 5 000m Ang 20 0000gon S O dSD S O dHA lt 0 000m 0 0000gon SD E VD 149 3610gon HA 334 9916gon I uS KS 1 Press F1 MENU at P2 in the measure mode Select 2 Stake out 2 Select 1 Occ Orientation Input the occupied orientation data see 6 1 Input the occupied point data Then set the azimuth angle of the backsight point see 6 2 Azimuth setting 3 Select 2 S O data 4 Select 2 Angle amp Dist Press F2 SHV to shift between S O SD S O HD S O VD Input the following items SD HD VD distance from the instrument station to the position to be stake out Ang included angle between the direction of the reference and the point to be stake out See 4 2 Set the Horizontal Angle to a Required value Press F4 OK to set the
73. t and point projection 53 13 2 Point Projection The baseline must be defined before performing point projection Procedure of point projection Point projection 1 0cc Orientation 2 Define baseline 3 Point projection Point projection 0 000 0 000 0 000 Pl Point projection Length Offset dVD 1385 260m 203 107m 2 212m Nir iA l Select 3 Point projection after finishing defining baseline 2 Input the point coordinate Press F2 MEAS to measure the point to project When recording the data as a known point press key Func and press F2 REC on P2 Record method see 20 1Input Known Point Coordinate by Keys 3 Press F4 OK to calculate Length Offset and dVD will display Length Distance along the baseline from 1 point to 2 point X direction Offset Distance from point to project to the position at which a line extending from point of project instersects the baseline at right angles Y direction dVD Elevation between the baseline and the projected point Press F1 NEZ to display switching between coordinate and distance data Press F2 REC to record the coordinate as a known data Press F4 S O to switch to stake out measurement of the projected point See 6 Stake out measurement Press key ESC to continue point projection of a new point 54 14 Stake out Line Stake out line is used for stake out a required point at a designed distan
74. t point to an end point could be calculated according to input their coordinates Input Output Coordiante of start point NO E0 Z0 Distance D Coordinate of end point N1 E1 Z1 Azimuth Az N End point Az D Start point Procedure of I nversing Meas PC 0 1 Press F1 MENU at P2 in the measure mode ppm 0 SD 33 417 Ol VA 300 9994gon HA 44 6568gon P2 RY Gre GTS 2 Turn to P2 select 4 l nverse Menu P2 1 Point projection 2 Line stakeout 3 Traverse 5 Polarize Coord Inverse 3 Input coordinates of the start point and press F3 Start point aon 1000 000 REC to record the data in the list if necessary You ore sas could press F1 READ to read the existed data Press Pt F4 OK to set READ OK 61 Coord Inverse End point 4 Input coordinates of the end point See the previous 1000 000 step 1000 000 10 000 RES KLS Coord Inverse 5 The inversed value will display Press F3 NEXT to continue press F4 OK back to menu mode Azimuth 0 0002gon HD 0 000ft VD 29 383ft NEXT OK 62 17 Polar Coordinates Calculation The coordinates of the end point could be calculated according to input azimuth distance and the NEZ coordinates of start point Input Coordinate of start point NO E0 Z0 Azimuth Az Distance Dist Output Coordinate of end point N1 E1 Z1 N End point Az D Start point Procedure of Polarize Menu P2 1 Press F1 MENU on P
75. the status mode to enter into measure mode SD Press key Func to turn to page P2 VA lI HA P2 2 Press F4 EDM to enter into EDM setting IMENUJHOLDJHSETIE D Mi EDM 3 Change the settings if necessary Press keys A Mode Fine r to select the first three items and press keys Reflector Prism Prism const 0 to set the options Temp 20 C Pressure 1013hP ppm 0 i 4 Press key ESC back to the previous mode Table 3 5 EDM setting Item Options 1 Mode Fine r FineAVG 3 Fine s Rapid s Tracking 2 Reflector Prism Sheet No prism 3 Prism const 99 99 4 Temp 30 60 C 20 C 22 140 F 5 Pressure 500 1400hPa 1013hPa 375 1050mmHg 760mmH 14 8 41 3 inchHg 29 9inchHg 6 ppm 499 499 0 Press F1 OPPM to set temperature pressure and ppm as factory setting Note Options with the symbol are the factory setting ppm value could be calculated by inputted temperature and pressure or input directly If the option of ppm correct is set as Yes the temperature pressure and ppm can not be inputted by hand This operation is also available in stake out mode 22 4 Angle Measurement 4 1 Measure a Horizontal Angle of Two Points Meas PC 0 ppm 0 SD VA 302 5432gon lIl HA 0 0000gon P1 DIST E LL Meas PC 0 ppm 0 SD VA 302 5432gon l HA
76. tion Focusing range Field of view Laser plummet Accuracy Laser class Focusing range Laser wave length Display LCD Internal memory Internal memory Data communication I O Power Battery battery Voltage Continuous operation tine 30 C to 60 C 1 C steps 510hPa to 1066hPa 1hPa setps 99 9mm to 99 9mm OFF 0 14 0 2 selectable 99 9mm to 99 9mm 30 2mm 8 2mm Dual axis Liquid type 3 1 Erect 0 5m ec 4 0 8mm 1 5m Class 2 ITEC60825 1 0 5m a 635nm 8 linesx24 characters 16000 points RS 232C 2200mAh Ni MH Rechargeable 7 2V DC About 8 hours Distance angle measurement About 20 hours Angle measurement 96 Chargers Charging time at 20 C Others Working temperature Dimension Weight Water proof 97 FDJ6 100V to 240V 50 60Hz Approx 4 hours 20 50 C 220 184x360m m WxDxH 6kg IP54 IEC60529 25 Accessories e Carrying case 1 pes e Battery 2 pcs e Charger 1 pcs e Adjusting pins 2 pes e Cleaning cloth 1 pes e Screwdriver 1 pes e Wrench 1 pes e Silica gel 1 pcs e Certification 1 pes e Packing list 1 pes e Instruction manual 1 pes e CD ROM 1 pes RS 232C Communication cable 1 pes e Reflective sheet RP30 4 pcs only for FY TSO 680 series e Reflective sheet RP60 1 pcs only for FY TSO 680 series e Laser caution sign board 1 pes only for FY TSO 680 serie s 98 Appendix I Atmospheric correction formula and chart Just for
77. tion between mark and cross hair is not over 1 5 of red mark diameter adjustment is unnecessary Prism Red mark II Check For FY TSO 682 685 1 Install the instrument at the tripod or a stable device and level it accurately then power on the instrument 2 Set a reflective sheet about 5m 20m far away from the instrument 3 Aim at the sheet cross mark with telescope reticle Laser spot Reflective sheet 91 4 Enter EDM signal testing screen see 4 7 Setting Mode 5 Observe the laser spot if the laser spot coincides with the cross mark of reflective sheet adjustment is unnecessary NOTE 1 Laser radiation Avoid direct eye exposure 2 If the instrument needs adjustment please contact your local dealer 92 24 Specifications FY TS 682 685 Telescope Length 156mm Image Erect Objecttive aperture EDM P 45mm Magnification 30x Field of view 1 20 Resolving power 375 Mini focus distance 1 1m Angle measurement Reading system Circle diameter Angle unit Minimum display Detecting mode Accuracy Distance measurement Distance unit Measurement range good condition Mini reading Accuracy Measurement time Temperature unit Pressure unit Temperature input range Pressure input range Prism constant condition Refraction and earth curvature correction Reflecting prism constant correction Absolute encoder 79mm degree gon mil selectabl
78. to be SD 10 251m m stake out y Move the telescope near the zenith 4 Move the telescope near the nadir 4S So Press key ESC back to stake out mode VA 79 6986gon HA 249 0404gon 34 8 Area Calculate an area shaped with several points The coordinate data of the points could be either measured or input by hand Input Output Coordinates P1 N1 El Area S P2 N2 E2 P3 N3 E3 N P3 P2 P4 Pl P5 E 0 NOTE The number of points 3 30 Make sure these points must be measured or listed clockwise or anticlockwise or mistake will result 8 1 Area Calculation by Measured Data Procedure of area calculation Menu i 1 Coordinate 1 Press F1 MENU at P2 in the measure mode 2 Stakeout Select 3 Area 4 Offset 5 MLM 6 REM 7 Resection 2 Aim at the first point and then press F4 MEAS 35 3 Press F4 MEAS to re measure distance Press F1 10 000 ec 5 000 OK the measured data is set as Pt 01 53 493 152 6296gon 62 1314gon MEAS 01 Pt 01 4 Repeat steps 2 and 3 till all points are measured one 02 Pt_02 by one Make sure measure them clockwise or ree fk anticlockwise Press F2 CALC and the calculated 05 area will display 06 d 07 ole A Iculati ari a a ee 5 Press F4 OK back to menu mode Area m2 ha 8 2 Area Calculation by Reading Existed Coordinates Procedure of area calculation Menu 1 Coordinate 1 Press F1
79. ummet reticle firstly loosen the screw on the moving direction of reticle secondly tighten another screw by the same mount clockwise turning is for tightening and anticlockwise turning is for loosening the turning mount for tightening or loosening should be same 23 6 Laser Plummet optional I Check 1 Set the instrument on stable device and fix it 2 Set a cross mark on the ground under the instrument 3 Turn the three leveling screws until the instrument keeps leveling and the laser spot coincides with the cross mark on the ground 4 Rotate the instrument 180 200gon around and check the laser spot and cross mark if they are coincide adjustment is not required Otherwise adjust it Il Adjustment 1 Set the instrument on stable device and fix it 2 Set a cross mark on the ground under the instrument 3 Turn the three leveling screws until the instrument keeps leveling and the laser spot coincides with the cross mark on the ground 4 Rotate the instrument 180 200gon around and take off the protecting cover of the laser plummet adjust the four adjusting screws with the screwdriver to move the laser spot to the cross mark correct only one half of the displacement in this manner 5 Repeat operation 3 4 until the instrument keeps leveling and the laser spot coincides with the cross mark when rotating alidade of instrument to any direction 23 7 Vertical Cross hair on Telescope I Check 1 Set the instrument up
80. unction used to measure the coordinate and height to a point where a target cannot be directly installed such as power lines overhead cables or bridges etc Target point B Here is the equation used to calculate the data presented in above figure Ht H1 Scosaltga2 Ssinal Menu 1 Coordinate 2 Stake out 3 Area 4 Offset 5 MLM 7 Resection REM Need prism obs SD HD Procedure of REM 1 Set a target directly under or directly over the object and measure the target height with a tape measure etc 2 Select MENU on P2 in measure mode then select 6 REM on P1 to enter into REM status 3 Reference point measurement Aim at the prism accurately and press F4 MEAS to measure distance Press F4 STOP and the measured data are displayed Press F4 MEAS to re measure 4 Aim at the target accurately and press F2 REM The height from ground to the target is displayed in Ht Press F4 MEAS to repeat and press key ESC back to menu mode 45 12 Resection Resection program is used to determine the coordinates of an instrument station unknown by measuring several known points Coordinate data in memory could be read Input Coordinates of known points Xi Yi Zi Measured HA Hi Measured VA Vi Measured distance Di Output Coordinate of occupied data Xo Yo Zo Known point P1 Known point P2 Occupied point PO Known point P4 Known point P3 NOTE All N E Z

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