TI Precision LGP202N Total Station User Manual TOTAL STATION

TI Precision Shanghai Co.,Ltd. Total Station TOTAL STATION

Users manual

TOTAL STATIONLTS-200SERIESLTS-202NLTS-205NOn-Board ApplicationLinertecExpressINSTRUCTION MANUAL- 1 -
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Before using this product, be sure that you have thoroughly read and understood this instruction manual to ensure proper operation. After reading this manual, be sure to keep in a convenient place for easy reference. Exemption clause1) TI Asahi Co.,Ltd. (TIA) shall not be liable for damage caused by Acts of God, fire, alteration orservicing by unauthorized parties, accident, negligence, misuse, abnormal operating conditions.2) TIPS shall not be liable for changes or disappearance of data, loss of company profit or interruption of company operation incurred by the use of this product or malfunction of it.3) TIPS shall not be liable for damage caused by usage not explained in the instruction manual.4) TIPS shall not be liable for damage to this product caused by other equipment connected to this product.Copyright © 2014 TI Asahi Co., Ltd. 3
DISPLAY AND KEYBOARD.................................................................................................6Operation Key...................................................................................................................6Function Key.....................................................................................................................71. INTRODUCTION.................................................................................................................91.1 Introduction.................................................................................................................91.2 Before using the LinertecExpress manual..............................................................102. ACCESSING LINERTECEXPRESS...............................................................................122.1 How to access LinertecExpress................................................................................122.2 Allocation of each LinertecExpress Function key..................................................122.3 Typical Function keys of LinertecExpress.............................................................133. PROGRAM.........................................................................................................................143.1 RDM (Remote Distance Measurement)..................................................................143.1.1 PH INPUT.......................................................................................................153.1.2 Reference Point-Target Distance..................................................................153.1.3 Target-Target Distance.................................................................................153.1.4 New Reference Point Selection.....................................................................153.2 REM...........................................................................................................................163.2.1 General Pictures of Measurement................................................................163.3. VPM..........................................................................................................................174. COMMUNICATION..........................................................................................................204.1 Text File read / write.................................................................................................224.1.1 Writing to Text File.......................................................................................224.1.2 Reading from Text File..................................................................................234.1.3 Text File setup................................................................................................264.2 Communication with USB........................................................................................284.3 DATA TRANSFER...................................................................................................294.3.1 Receiving Coordinate Data...........................................................................294.3.2 Sending Data..................................................................................................304.3.4 About DataLink DL-01 Software.................................................................345.SETUP...................................................................................................................................385.1 ADJUST SETTING...............................................................................................38[3.SHEET CONST]..........................................................................................................38[4.CRV/REF CORR]........................................................................................................38[4. COMP AXIS]..............................................................................................................39to enter..............................................................................................................................395.2 ACTION SETTING...............................................................................................395.3 UNIT SETTING.....................................................................................................415.4 COMMUNICATION SETTING..........................................................................425.5 FUNCTION SETTING.........................................................................................425.5.1 Language Selection........................................................................................435.5.3 Input method selection..................................................................................455.5.4 Action Method Selection................................................................................475.5.5 Remote method selection...............................................................................475.5.6 Compare method selection............................................................................485.5.7 Request aiming selection...............................................................................495.5.8 EDM settings selection...................................................................................495.5.9 Elevation factor..............................................................................................505.5.10 Duplicate point check..................................................................................515.5.11 Meas. Display................................................................................................524
5.5.12 Both faces meas............................................................................................535.5.13 Save Mode.....................................................................................................535.5.14 BACKSIGHT SAVE....................................................................................537.MEASURE............................................................................................................................817.1 Rectangular Coordinates..........................................................................................817.2 Polar Coordinates.....................................................................................................827.3 Rectangular & Polar Coordinates...........................................................................847.4 IH measurement........................................................................................................868. STAKE OUT.......................................................................................................................898.1 Stake Out...................................................................................................................898.2 Point to Line..............................................................................................................948.3.1 Three point...................................................................................................1008.3.2 Circle radius.................................................................................................1039. FILE MANAGER.............................................................................................................1059.1 Information of the remaining memory availability.............................................1059.2 Creation of a new Job.............................................................................................1059.3 Selection of a Job Name..........................................................................................1069.4 Deletion of a Job Name...........................................................................................1069.5 All Clear...................................................................................................................10610. VIEW AND EDIT...........................................................................................................10710.1 Create the Rectangular Point..............................................................................10710.2 Edit the Data..........................................................................................................10810.3 Point Code List......................................................................................................10910.3.1 Point Code...................................................................................................10910.3.2 PointCode Create.......................................................................................11110.3.3 PointCode Edit...........................................................................................11111. FREE STATIONING.....................................................................................................11211.1 Station setup [By Rectangular Coordinates]......................................................11211.1.1 Coordinates, X, Y, Z, IH, and PC input...................................................11311.1.2 Point selection from the list.......................................................................11411.1.3 Station Orientation....................................................................................11611.1.4 Multiple Orientation..................................................................................11711.2 Station setup [By Polar Coordinates]..................................................................11811.2.1 Point Name input.......................................................................................11811.2.2 IH, TEMP, PRESS, ppm and PC input...................................................11811.2.3 Station Orientation....................................................................................11911.3 FREE STATIONING...........................................................................................12011.3.1 Stationing by more than 3 known points.................................................12011.3.2 Stationing by two known points..............................................................1225
All Rights ReservedTI Asahi Co.,Ltd. is a sole proprietor of the LinertecExpress software. The LinertecExpress software and publication or parts thereof, may not be reproduced in any form, by any method, for any purpose. TI Asahi Co.,Ltd. makes no warranty, expressed or implied, including but not limited to any implied warranties or merchantability or fitness for a particular purpose, regarding these materials and makes such materials available. 6
DISPLAY AND KEYBOARD • Basic display and keyboard of LTS-200 series are described below, and the function keys of LinertecExpress are described in “2. ACCESSING LINERTECEXPRESS”. Operation Key Key Description[POWER] ON/OFF of power supply[ESC] Returns to previous screen or cancels an operation.[ILLU] Turns the illumination of the LCD display and telescope reticle on　and off. [ENT] Accepts the selected (highlighted) choice or the displayed screen value. [LASER] Displays the laser plummet and the LD point screen when you push the Laser key.[Alphanumeric] At the numerical value screen, the numerical value and the sign “.”　displayed are input. The English characters printed right under numeric of each key are input. [HELP] Pressing [lLLU]+[ESC] key causes a help menu to appear in BASE MEASURE or causes a help message to appear. 7Power Supply Key Function Key Illumination Key ESC Key Laser KeyEnter KeyAlphanumericand +/- key
Function Key [ ] F1 Moves the cursor to the left.[ 　 ] F2 Moves the cursor to the right.[ 　 ] F3 Moves the cursor up.[ 　 ] F4 Moves the cursor down.[ △ ] F1 Goes back five items on the screen.[ ▽ ] F2 Goes forward five items on the screen.[RETICLE] F3 Changes the reticle illumination when pressing illumination key.[LCD] F4 Changes the LCD contrast when pressing illumination key.[ILLU] F5 Changes the LCD illumination when pressing illumination key.[CLEAR] F5 Clears the figure.[SELECT] F5 Opens the selection window.• The Function keys of each LinertecExpress function are described in “2. ACCESSING LINERTECEXPRESS” and at each function. 8
Display combination of MODE A or MODE BFunction MODE A MODE BF1 MEAS DISP F2 TARGET ANG SETF3 0 SET HOLDF4 S.FUNC CORRF5 MODE MODE• Mode A or Mode B is switched by pressing [F5] [MODE]. ALPHANUMERIC INPUTThe point name etc. is input by the alphanumeric keys as following. KeyLetter under KeyLetter & figure order to input[0][@][.][_][-][:][/][0][1]PQRS[P][Q][R][S][p][q][r][s][1][2]TUV[T][U][V][t][u][v][2][3]WXYZ[W][X][Y][Z][w][x][y][z][3][4]GHI[G][H][I][g][h][i][4][5]JKL[J][K][L][j][k][l][5][6]MNO[M][N][O][m][n][o][6][7][ ][?][!][_][¯][^][|][&][7][8]ABC[A][B][C][a][b][c][8][9]DEF[D][E][F][d][e][f][9][.][.][,][:][;][#][(][)][+/-][+][-][*][/][%][=][<][>]9
1. INTRODUCTION1.1 Introduction Thank you for your first look at LinertecExpress by reading this manual. The LinertecExpress is a user friendly data collection and calculation program for the LINERTEC LTS-200 Series Total Stations. LinertecExpress is developed based on PowerTopo, which is known as a versatile on-board software. The optimum combination of LinertecExpress and LTS-200 hardware makes LinertecExpress an easy and useful fieldwork tool. The icon based main menu offers you the following possibilities. 1. PRO: Program（RDM，REM，VPM）2. I/O: Communication（Text read/write，USB，DATA Transfer）3. PRE: Preference (Setup) 4. CALC: Calculations (COGO, 2D Surface, Road Design) 5. MEAS: Measurement6. STAK: Stake out7. FILE: File manager8. DATA: Data9. STATION: Free Station (Backward Intersection)10
1.2 Before using the LinertecExpress manual• Memories in the instrument The LTS-200 series incorporates not only the LinertecExpress surveying programs as the Special Function but also File Manager and Data Transfer Programs. The internal memory of the instrument can store a maximum of 60,000 points of data.• Relations between the Memory and each FunctionFunction Read from the stored data Write to the stored data Measure SP, BSP SP, BSP, FP (SD) Stake Out SP, BSP, SOP SP, BSP, SOP, OP Point to Line SP, BSP, KP1, KP2 SP, BSP, KP1, KP2, OP Free Stationing Each KP Each KP, SP (CD) Traverse SP, BSP SP, FP (SD) VPM SP, BSP, Each KP SP, BSP, Each KP, CP (CD) Station point: SP Foresight point: FP Backsight point: BSP Stake Out point: SOPKnown point: KP End point: EP Observation point: OP Conversion data: CD Conversion point: CP Crossing point: CRP Surveyed data: SD 　 　11
• IH stands for “Instrument Height” and PH stands for “Prism Height”. • The LinertecExpress manual mainly describes the LTS-200 special functions, and the basic operations are described in the (basic) LTS-200 manual. Therefore, refer to the LTS-200 basic manual regarding the LTS-200 general instrument operations. The LinertecExpress screens vary with the selections of the “Preference”. The factory default settings of the Preference are shown there. It is also possible to select“Process type” that takes over the functionality of “LinertecExpress” or “Structure type” that takes over the functionality of our past product in ”Action Method Selection”.• The LTS-200 series instrument has a Job name of “LINERTEC” and “COGOPoint” asits default setting. Each data is stored under “LINERTEC” unless another new Job name is created. When another Job name is created, each data is stored in the new Job name. • The input range of the X, Y and Z Coordinate is “-99999999.998” - “99999999.998”. • The input range of the Instrument and Prism height is “-9999.999” - “9999.999”. • The PC, PointCodeList, is added to the PN, Coordinates X, Y, Z and IH (PH or IH) and you can input your desired attributes for the point. If you have PointCodeList in the job named “PointCodeList”, you can easily select one of the PointCode from the list or edit one of them after pressing [ENT]. Please note, that Point Code, which is saved in theother job, can not be referred to as a list. • There are two Coordinates types: Rectangular and Polar.The RO, VO, DO, TO offset and the remote measurement are possible when you select theRectangular Coordinates.The RO, DO offset is possible when you select the Polar Coordinates. • When you measure in EDM SETTINGS of COARSE TRACKING, the LTS-200 displays a distance value to two decimal places. However, distance data of polar coordinates are displayed by EDIT function to three decimal places, and sent, to four decimal places. So, “0“ or “00” is added to the distance data after the third decimal point in COARSE TRACKING mode. For example Displayed value: 123.45 Displayed by EDIT: 123.450 Sent polar data: 123.4500 • Rectangular coordinates are displayed, stored, and sent to three decimal places even if in COARSE TRACKING or FINE MEASURE mode. • You can change the distance measurement mode during measuring operation by pressing the EDM key at the MEASURE and VPM functions. • The same Point Name of the plural polar points can be saved.12
2. ACCESSING LINERTECEXPRESS 2.1 How to access LinertecExpress To access the LTS-200 Special Functions of the LinertecExpress, perform the following procedures. Press the [POWER] (ON/OFF) key. The Electronic Vial screeen will comes up. Press Enter Key or Laser Key to proceed to the LTS-200 start-up screen. Then, change to BASE MEASURE screen. Press [F4] [S.FUNC] to view Functions of LinertecExpress screen. 2.2 Allocation of each LinertecExpress Function key INVERSE, POINT COORDINATES, LINE-LINE INTERSECTION functions CALCULATION screen is viewed by pressing [F2] [CALC]. The CALCULATION consists of COGO, 2D SURFACE and REM functions. COGO screen is viewed by selecting 1. COGO and pressing [ENT].The COGO consists of INVERSE, POINT COORDINATES, CIRCLE RADIUS, LINE-ARC INTERSECTION, LINE-LINE INTERSECTION, ARC-ARC INTERSECTION, DISTANCE OFFSET, POINT DISTANCE OFFSET, ARC DISTANCE OFFSET, and functions. 13
2.3 Typical Function keys of LinertecExpressFollowing function keys are typical of LinertecExpress and each function key is described for each function in this Manual. KEY DescriptionPAGE Views another function combination.SELECT Selects the Character and moves to next input at PN input etc.ACCEPT Enters the displayed values without new Coordinates value input etc.INPUT Inputs your desired Horizontal angle.BSP Views the BSP SETUP screen to input its Coordinates.SAVE Saves input data. ME/SAVE Measures and then saves input data.EDIT Changes the Point Name or Prism Height.REMOTE Views your aiming point Coordinates.OFFSET Views the Target Coordinates adding the offset values.STATION Returns to the STATION POINT SETUP screen.H. ANGLE Returns to the STATION POINT H.ANGLE SETUP screen.LIST Views the POINT SELECTION FROM THE LIST screen.OTHER Views the JOB LIST SEARCH screen.ZOOM ALL Returns to the original size.ZOOM IN Magnifies the graphics size.ZOOM OUT Reduces the graphics size.DRAW Views the GRAPHICAL VIEW screen.DISP Views point or point & graphic or point & point name or all.DELETE Views the POINT DELETION screen.FIND PN Views the PN search screen by inputting the point name.ADD Allows you to add more points for free stationing.CALC Starts the calculation of free stationing.NEXT Views the next known point Coordinates setup screen.DATA Views the TARGET POINT screen.TARGET Selects the Target type.EDM Selects the EDM settings.ALL Selects all points of the current job.ORDER The order of selected points. 14
3. PROGRAM3.1 RDM (Remote Distance Measurement) With RDM, the Horizontal, Vertical and Slope distance and % of Slope between the Reference point and the Target point are measured. Any Target point can be changed to the new Reference point. Press the [ENT][RDM] of the LinertecExpress screen to view the “REF. point”15Target 1Target 2Ref. PStation
3.1.1 PH INPUT Press [F4] [EDIT] to input the PH, Reference Point Height. 3.1.2 Reference Point-TargetDistanceAim at the Reference point and press [F1] [MEAS] to measure the Reference point. It turns to TARGET POINT screen automatically. Aim at the Target 1 and press [F1] [MEAS] tomeasure a distance. The distance between Reference point and Target point 1 is displayed. V.dst. and % grade are displayed by minus markwhen the Target point height is at a lower position. Press the [F3] [DATA] to view the TARGETPOINT screen. 3.1.3 Target-Target DistanceAim at the Target 2 and press [F1] [MEAS] tomeasure a distance. The distance between Reference point and Targetpoint 2 is displayed. Press [F5] [DISP] to display the distance betweenTarget1 - Target 2.3.1.4 New Reference Point SelectionPress [ENT] to view the REF. POINT SELECTIONscreen. New Ref. point can be selected. 16
Press the [F5] [ENT] to view the TARGET POINTscreen. Reference point is changed. Input the new PH and repeat the same procedure asthe above. 3.2 REM 3.2.1 General Pictures of MeasurementWith REM measurement, a prism (Reference point) is set approximately directly below the place to be measured, and by measuring the prism, the height to the target object can be measured. This makes it easy to determine the heights of electric power lines, bridge suspension cables, and other large items used in construction.From the LinertecExpress screen, Select [F2] [REM] and press [ENT] to view MEASURE screen.Please press [ENT] after measuring distance. 17General PictureHorizontal distanceHeightPrism HeightPrism
3.3. VPM The Virtual plane includes the Vertical plane. With VPM, the Coordinates on the vertical plane and virtual plane can be obtained by entering the “Station Coordinates and Azimuth” and by measuring P1, P2 and P3. Two points make a vertical plane and three points make a virtual plane. You can measure the Point Coordinates of this virtual plane by aiming at your desired points.Press [ENT] of the LinertecExpress screen to view the “Measure” screen .Press[F4] [Edit] to input the Prism Height of the reference point. Press [ENT] to enter“KNOWN POINT COORD. SETUP”screen.18P1P2P3AzimuthStationCoordinatesVertical plane createdby 2 pointsCoordinates of your aimedpoint on the vertical planeVirtual plane created by 3 points
[LIST] KeyAll stored points can be displayed as follows bypressing [F2] [LIST]. Press the [F2] [LIST] to view POINT SELECTIONFROM THE LIST screen. You can enter Coordinates data by applying the Listdata. Press [ENT] to open the input window of PN, X, Y, Z and IH value. Input each Character or value and press [F5][ACCEPT] to view the STATION POINT H. ANGLE SETUP screen. Input the H. angle by pressing [F2] [INPUT], [F3] [0SET] and [F4] [HOLD] or Backsight Coordinates by pressing [F5] [BSP]. Press [ENT] to open the input window when using [F5] [BSP]. Pressing [F2] [INPUT] Input any horizontal angle.Pressing [F5] [BSP] The information for Back Sight Point is obtained. Press [ENT] to finalize the input.Aim at the reference point, then press [ENT] to　enter Multiple Orientation. For more details, refer to “11.1.4 Multiple Orientation”. Following Multiple Orientation, it takes you to MEASURE screen. Aim at point 1 and press [F1] [ MEAS]. Measured Coordinates are displayed. 19
Press [ENT] to view the next MEASURE screen. In the same manner, aim at point 2 and press [F1] [ MEAS]. Measured Coordinates are displayed. Press [ENT] to view the COORD. ON THE VIRTUAL PLANE screen. Aim at your desired point and press [ENT].The Coordinates which you aim at are displayed. Press [MEAS] to view the next MEASURE screen. Aim at point 3 and press [F1] [MEAS]. MeasuredCoordinates are displayed. Press [ENT] to view the COORD. ON THEVIRTUAL PLANE screen.Aim at your desired point and press [ENT].The Coordinates, which you aim at, are displayed. Pressing [F4] [EDIT] can edit the Point Name and Prism Height.Pressing [F5] [DISP] can switch displayed valuefrom Rectangular data to Polar data.Press [F2] [SAVE] to save the measured data. 20
4. COMMUNICATIONThe communication setting and the Input/Output of data are performed by this function. We recommend you not to press any key until data transfer is completed while transfer operation. Notice concerning the unit of data to transfer. Output data (Rect. data & Polar data). Coordinates and Distance data. The unit of output is “m” even if the distance unit setting of the instrument to send the data is “m”, “ft” and “ft+inch”. Angle, Temperature and Pressure data. The data is output according to the unit setting of the Angle, Temperature and Pressure of the instrument to send the data. Input data (Rect. data). Coordinates data. The unit of input is “m” .Then, it is converted according to the distance unit which is set in the instrument, and displayed on the screen.DATA FORMAT1. DC-1[In case of Text File read / write]RecordNo. :Sitename :L/FcodeRecordNo. : P. Name : XCoord. :YCoord. :ZCoord. L/F code[In case of Communication with COM]RecordNo. :Sitename : BCC : L/FcodeRecordNo. : P. Name : XCoord. :YCoord. :ZCoord. : BCC L/F code[Record No.] The Record number is a 5-digit serial number. (the number consists of a 4-digit serial number plus one digit. The last digit represents the data type. 1: Site name; 2: Survey P.data)[P. Name] The Survey P. number is handled as text data, if it is input.[ : ] “ : ” is used to separate items. 21
[Coordinate data] X, Y, and Z coordinate dataA 6-digit integer part and a 3-digit fraction part represent coordinate data.[BCC] To detect a data transmission error, BCC is calculated per block and attached to the end of data. [L/F code] use CR/LF BCC is calculated by the following calculation methodBCC = ΣA – ( B × 40H ) 20HΣA = Each character of a block that contains the sum of the ASCII code B = ΣA÷40H (truncate decimal places)2. CSV [P. Name] The P. Name is handled as text data, if it is input. [Coordinate data] X, Y, Z Coordinate data. Represented by a 6-digit integer part and a 3-digit fraction part. [P. Code] The P. Code is handled as text data, if it is input. [L/F code] use CR/LF. 3. ExtCSV [31] FixedNOTE: This format is used when sending PointCodeList. Received files are automatically saved in the “PointCodeList” of Job File.4. AUX Format of AUX is used the same asthat of DC1. 22P.Name , X Coord. ,Y Coord. ,Z Coord. , P.Code , L/F code31 , No. , P. NameP. Code ,X Coord. ,Y Coord., Z Coord.L/F code
Press the [2] [COMMUNICATION] of the LinertecExpress to view the TRANSFER MENU screen. 4.1 Text File read / writeText file read/write allows you to input and output format and text data specified recording media. Before taking this procedure, make sure of TextFile Setup (refer to “4.1.3. Text file Setup”). Press the [ENT] of the TRANSFER MENU screento view the TEXT FILE R/W screen. 4.1.1 Writing to Text FileThis command allows you to transfer the existing measurement point data in the internal memory to specified format per file.When output Rectangular Data, select 1 and in case of Polar Data, select 2, then press [ENT]. Press [F5] [SELECT] to select format and data saveplace, then press [ENT].[FORMAT SELECTION]Rectangular Data• DC1 (Extension DC1) • CSV (Extension CSV) • ExtCSV (Extension CSV) ※ Be careful that extension of CSV and ExtCSVwill be the same. Polar Data• DC1 (Extension DC1) • AUX (Extension AUX) • CSV (Extension CSV)23
[DATA SAVE PLACE]INTERNALSave data in the memory of the instrument. Output file can be loaded to PC by connecting aUSB (Refer to 4.2 Communication with USB )SD CARDSave data in the SD card. Output file can be loaded to PC by connecting aUSB.[DATA SAVE PLACE」is set in the SD card, you can use the SD card directly without connection USB. Select the file you desire to output, then press [ENT].New files are created in the memory of theinstrument and SD card, and also transferred datawill be recorded in it.[File Name]Rectangular Data [Job Name]_C.[Extension]Polar Data [Job Name]_P.[Extension]NOTE: If free memory space becomes less than1MB, you can not create the file, and an error message [Space capacity is short] is displayed. Try again after increasing free memory space. 4.1.2 Reading from Text FileThis command allows you to transfer the text filecontaining measurement point data in the internalmemory of the instrument or SD card to the datathat can be used with the instrument. Select 3.Rect. Data Text Read, then press [ENT]24
Select the format of the file you desire to read anddata save place, then press [ENT] [FORMAT SELECTION]• DC1 (Extension DC1) • CSV (Extension CSV) • ExtCSV (Extension CSV) [DATA SAVE PLACE]INTERNALRead the file in the internal memory of theinstrument. SD CARDRead the file in the SD Select the file you desire to read, then press [ENT]In this case, a new Job File is created in the internalmemory of the instrument and the transferred data isrecorded in it.NOTE: File name is limited to a maximum of 12 characters. If the file name is more than 13 characters, it is not put in the list of the file that can be read. NOTE: Error Message• Duplication of the file name. If the same file name exists in the instrument, an error message [The file name isn’t correct]is displayed. Change the file name and try again. • Incorrect format.If the format is incorrect, an error message [Format is not correct] is displayed.Check the format of the coordinate data and try again to read the text file.25
(For more details on “Format”, refer to “10. INPUT/OUTPUT”.)• Maximum number of Job Files stored in the internal memory is exceeded. The maximum number of Job Files stored in the file is 50. If you try to read a new file while 50 job files already exist, an error message [limited number of files ] is displayed. Delete unnecessary job files by pressing [4. DELETE] in [FILE MANAGEMENT]. (For more details, refer to “3.4 Deletion of a Job Name”.)• The remaining capacity of the internal memory becomes less than 1 MB. You cannot create a file when the remaining capacity is not enough and an error message [Space capacity is short] is displayed. Make sure that the remaining capacity is more than 1MB, then try again to read the text file.NOTE: Warrning• The number of data exceeds 3,000 points. The maximum number of points stored in the internal memory per job is 3,000 points. If it reaches 3,000 points during reading the text file, an error message ["3,000 point over!"] isdisplayed. In this case, up to the 3,000th point will be read, but after that no more. • The number of data exceeds the maximum number of Job Files stored in the internal memory.If the total number of points in all Job Files exceeds the maximum number of points stored in the internal memory, an error message [WARNING This job file was exceeded] is displayed. In this case, up to the maximum number can be read, but after that no more.[Suitability of SD card]• The SD card that can be used with the instrument is 1GB or less.• SD card and SD logo is a registered trademark.• The SD cards listed in the following table have been tested by us and it has been confirmed that the SD cards can be used with the LTS-200 series . This test has been done with only the LINERTEC LTS-200 series Total Station, but no other LINERTEC Total Stations. When using with other LINERTEC Total Stations, please contact us to confirmit works properly. It has also been confirmed that the models mentioned in the following table can be used with the LTS-200 series Total Station. Other brands or models of SD cards are not confirmed by us.Please note that the test has been done by us and that this does not mean that each SD card manufacturer guarantees that the SD cards can be used with the LINERTEC LTS-200 series 　 SD CardMaker Model CapacityToshiba SD-C01GTR 1GBSanDisk SDSDB-1024-J95 1GBPanasonic RP-SDM01GL1A 1GB26
• Regardless of the information mentioned here, take note that not all SDHC cards can be used with the LTS-200 Total Stations.• Test item：The following has been done according to our Test Standards. ① When data is being sent (by connecting USB), it is necessary to be able to refer to information on the SD card from PC and to operate the file.② When writing/reading text, it is necessary to be able to read/write text file. 4.1.3 Text File setup When coordinate data is output/input to and fromtext file, input parameters. 4.1.3.1 Writing data settingSelect the 4. TextFile Setup and press [ENT] toview the TextFile Setup screen. [1. WRITE RECT. DATA] Select the 1. Rect. Data Text Write and press [ENT]to view the following screen. Press [ENT] to open the selection window. Selecteach setting and press the [ENT]. Press [F5] [ACCEPT] to enter when all selections are finished. • DISP.# AXIS: BASIS DIRECT, RIGHT ANGLE, or HEIGHT is selected when data is transferred between the TS and PC. (cfr. “5.5.2 Coordinate axis definition”) They are used for matching coordinate system between definition in the instrument and definition in the external device when they are different. However, it is necessary to match the definition of the “Coord. Axis” between settings in “Rect. Data Text Write” and settings in “Coordinate axis definition” when same coordinate systems are used. • Factory default setting of SENDING 1. DISP.1 AXIS: BASIS DIRECT 2. DISP.2 AXIS: RIGHT ANGLE 3. DISP.3 AXIS: HEIGHT 4. ROTATION: CW [2. WRITE POLAR DATA] Select the 2. Polar Data Text Write and press [ENT]to view the following screen. 27
Press [ENT] to open the selection window. Select each setting and press [ENT]. Press [ACCEPT] to enter when all selections are finished. • Factory default setting of 3. SEND POLAR DATA 1. ROTATION: CW 4.1.3.2 Reading data settingSelect the 4. TextFile Setup and press [ENT] to viewthe TextFile Setup screen. Select the 3. Rect. Data Text Read and press [ENT]to view the following screen. Press [ENT] to openthe selection window. Select each setting and press[ENT]. Press [ACCEPT] to enter when all selections are finished. • DISP.# AXIS: BASIS DIRECT., RIGHT ANGLE, or HEIGHT is selected when data is transferred between the TS and PC. (cf.“5.5.2 Coordinate axis definition”) They are used for matching coordinate system between definition in the instrument and definition in the external device when they are different. However, it is necessary to match the definition of the “Coord. Axis” between settings in “Rect. Data Text Read” and settingsin “Coordinate axis definition” when same coordinate systems are used. • Factory default setting of RECEIVING 1. DISP.1 AXIS: BASIS DIRECT. 2. DISP.2 AXIS: RIGHT ANGLE 3. DISP.3 AXIS: HEIGHT 4. ROTATION: CW 28
4.2 Communication with USBBy connecting the instrument and PC with USB cable, you can refer to information in the internal memory and SD card. You can use this to transfer the file in the internal memory and SD card to PC or send the file created in the PC to the internal memory or SD card.Connect the instrument and PC by USB cable as follows;[Connecting USB cable](1) Open the SD&USB slot cover.(2) Insert the USB connector into the USB port in the rightdirection.(3) After the USB cable is removed, close the SD&USB slot covercompletely.CAUTION• Be sure to open/close the SD&USB slot cover andinsert/removethe USB cable indoors.Choose 2. Communication with USB of theTRANSFER MENU screen and press [ENT] toview the DATA SAVE PLACE screen.Select data save place, then press [ ENT].[DATA SAVE PLACE]INTERNALRefer to the internal memory of the instrument. SD CARDRefer to SD card. [Button]UPDATE Reset USB communication and update the information being displayed on PC. STOP 29
Finish USB communication, then return to TRANSFER MENU screen. NOTE: If the Removable Disk doesn’t activate although the USB is connected, click My Computer then double-click Removable disk. CAUTION • DAT file in the internal memory is identical with the information in the job file stored in the instrument. For the files with DAT extension, do not copy, paste and delete the file, and do not change the file name. NOTE: DAT file has a hidden file. If you take the following procedure in Windows, DAT file is not displayed. Go to Windows ExplorerClick Folder Options in Tools Click tab of View In Advanced settings, check [Hidden file and No showing hidden file] Click OK• When you finish USB communication, make sure to click [Safely Remove Hardware] icon shown in the bottom right of the Desktop. If you don’t click this icon, it may cause a loss of data. In case the file, that should be downloaded, is not included, try this procedure again. Before pressing the key to finish, make sure to click [Safely Remove Hardware] icon. 4.3 DATA TRANSFERThis instrument can use the communication byRS-232C. Select 3. Data Transfer of the TRANSFER MENUscreen and press the [ENT] to view the TRANSFERscreen. 4.3.1 Receiving Coordinate DataThe Rect. data is sent from the PC and stored in theinternal memory of the instrument. 30
Select the 1. RECEIVE RECT. DATA and press [ENT] to view FORMAT SELECTION screen.Select the DC1 format and press [ENT] to viewDATA RCV. CONFIRMATION screen. (Same procedure is performed for CSV format.)Set the PC to be ready to send and press [ENT] toreceive the data from the PC. 4.3.2 Sending DataThe data stored in the internal memory is sent to thePC. Including: 2.send RECT. DATA ；3.send POLARDATA[RECT. DATA] Select the 2.SEND RECT.DATA and press [ENT] toview the FORMAT SELECTION screen.Select DC1 format and press [ENT] to view theDATA SEND. CONFIRMATION screen. (Same procedure is performed for CSV format.)NOTE: When Rect.data DC1 is selected and data is transmitted to PC, the DC1 format PointCode data cannot be transferred. If CSV or ExtCSV is selected, the PointCode datacan be transferred to PC.Press [ENT], and set the PC to be ready to receive.31
[POLAR DATA] Select the 3. SEND POLAR DATA and press [ENT] to view the FORMAT SELECTION screen. Select DC1 format and press [ENT] to view the DATA SEND. CONFIRMATION screen. (Same procedure is performed for AUX format.) Press [ENT], and set the PC to be ready to receive. 4.3.3 Communication setup The communication parameter is set when storeddata is received or sent between the instrument andthe PC etc. 4.3.3.1 Receiving data setting Select the 4. COMMUNICATION SETUP and press[ENT] to view the COMM. SETTINGSELECTION. [1. RECEIVE RECT. DATA] Select the 1. RECEIVE RECT. DATA and press[ENT] to view the following screen. Press [ENT] to open the selection window. Selecteach setting and press [ENT]. 32
Press [ACCEPT] when all selections are made. • DISP.# AXIS: BASIS DIRECT., RIGHT ANGLE, or HEIGHT is selected when data is transferred between the TS and PC. (cfr. “5.5.2 Coordinate axis definition”) They are used for matching coordinate system between definition in the instrument and definition in the external device when they are different. However, it is necessary to match thedefinition of the “Coord. Axis” between settings in “Communication setup” and settings in “Coordinate axis definition” when same coordinate systems are used. • Factory default setting of RECEIVING 1. BAUD RATE: 1200 2. DATA LENGTH: 8 3. PARITY BITS: NIL 4. STOP BITS: 1 5. SIGNAL CONTROL: ON 6. XON/XOFF: ON 7. PROTOCOL: ON 8. RECORD DELIMETER: CR 9. DISP.1 AXIS: BASIS DIRECT. 10. DISP.2 AXIS: RIGHT ANGLE 11. DISP.3 AXIS: HEIGHT 12. ROTATION: CW 4.3.3.2 Sending data setting Select the 4. COMMUNICATION SETUP andpress [ENT] to view the COMM. SETTINGSELECTION. [2. SEND RECT. DATA] Select the 2. SEND RECT. DATA and press [ENT]to view the following screen. Press [ENT] to open the selection window. Selecteach setting and press the [ENT]. 33
Press [ACCEPT] when all selections are made. • DISP.# AXIS: BASIS DIRECT, RIGHT ANGLE, or HEIGHT is selected when data is transferred between the TS and PC. (cfr. “11.2 Coordinate axis definition”) They are used for matching coordinate system between definition in the instrument and definition in the external device when they are different. However, it is necessary to match the definition of the “Coord. Axis” between settings in “Communication setup” and settings in “Coordinate axis definition” when same coordinate systems are used. • Factory default setting of SENDING 1. BAUD RATE: 1200 2. DATA LENGTH: 8 3. PARITY BITS: NIL 4. STOP BITS: 1 5. SIGNAL CONTROL: ON 6. XON/XOFF: ON 7. PROTOCOL: ON 8. RECORD DELIMETER: CR+LF 9. DISP.1 AXIS: BASIS DIRECT 10. DISP.2 AXIS: RIGHT ANGLE 11. DISP.3 AXIS: HEIGHT 12. ROTATION: CW [3. SEND POLAR DATA] Select the 3. SEND POLAR DATA and press [ENT] to view the following screen. Press [ENT] to open the selection window. Select each setting and press the [ENT]. Press [ACCEPT] when all selections are made. • Factory default setting of 3. SEND POLAR DATA 1. BAUD RATE: 9600 2. DATA LENGTH: 8 3. PARITY BITS: NIL 4. STOP BITS: 1 5. SIGNAL CONTROL: ON 34
6. XON/XOFF: ON 7. ROTATION: CW 35
4.3.4 About DataLink DL-01 SoftwareDataLink DL-01 Software allows you to send collected data by LTS-200 to other devices, to receive coordinates data, and to convert the resulting files into a number of common formats. a) Recommendation for "PN". It is recommended that “PN” (Point Name) data should consist of less or equal to 4 (one-byte) numeric characters to convert files with DL-01. Because, it may not be converted properly if alphabetic characters or more than 5 (one-byte) numeric characters are used for the “PN”. b) Notes for the data transferring. Please be careful about following items for the data transfer with "DL-01". b-1 Type of data, which can be transferred. With PTL, “POLAR DATA” can be transferred by “DC1” or “AUX” format. In addition, it is possible for DL-01 to receive/convert “POLAR DATA” with “DC1 (DC-1Z) ” format. b-2 Notes for unit. If you are requested to select unit when you convert data on DL-01, please select unit according to the settings on LTS-200. b-3 Limitation for each format. Please, use “CSV” or “DC1( DC-1Z)” format to transfer data to/from LTS-200. Limitation for the "CSV" format. With the “CSV” format, “PN” and “PC (Point Code)”data that consists of less or equalto 15 (one-byte) characters can be transferred. Limitations for the "DC1 (DC-1Z)" format. With “DC1 (DC-1Z)” format, the length of “PN” data should consist of less or equal to 11 (one-byte) characters. And with the “DC1 (DC-1Z)” format “PC” data cannot be transferred. 36
b-4 Recommended communication settings on LTS-200. Recommended settings for “COMM SETTING SELECTION” on LTS-200 special function is as follows. LTS-200 → PC(DL-01) to “SEND RECT. DATA” 1. BAUD RATE: 1200 2. DATA LENGTH: 8 3. PARITY BITS: NIL 4. STOP BITS: 1 5. SIGNAL CONTROL: OFF 6. XON/XOFF: OFF 7. PROTOCOL: OFF for “CSV” format, ON for “DC1 (DC-1Z)” format 8. RECORD DELIMETER: CRSubsequent items: As you like. LTS-200 → PC(DL-01) to “SEND POLAR DATA” 1. BAUD RATE: 1200-9600 2. DATA LENGTH: 8 3. PARITY BITS: NIL 4. STOP BITS: 1 5. SIGNAL CONTROL: OFF 6. XON/XOFF: OFF 7. ROTATION: As you like. PC(DL-01) → LTS-200 to “RECEIVE RECT. DATA” 1. BAUD RATE: 1200 2. DATA LENGTH: 8 3. PARITY BITS: NIL 4. STOP BITS: 1 5. SIGNAL CONTROL: OFF 6. XON/XOFF: OFF 7. PROTOCOL: OFF for “CSV” format, ON for “DC1 (DC-1Z)” format 8. RECORD DELIMETER: CR9. Subsequent items: As you like. Please note that these settings should be common with DL-01's. b-5 Recommended communication settings on DL-01. To configure DL-01 Communication setting, please read “Configuring the software” in the Help topics of DL-01 and select values as follows: 37
For setting “Type of Device” in the “Settings” panel (Menu—“Edit”--”Settings”), select “R-100(PTL) / R-300(PTL)” ，and other setting should be as follows. Please note that these settings should be common with LTS-200's. And if the selection of “Type of Device” is not correct it may result in missing some data. LTS-200 → PC(DL-01) Bits per second: 1200 (1200-9600 for sending “POLAR DATA”) Databits: 8 Parity: None Stop bits: 1 PC(DL-01) → LTS-200 Bits per second: 1200 Databits: 8 Parity: None Stop bits: 1 c) Note for the Memory capacity. Data transfer failure from DL-01 to LTS-200 may cause reduction of memory capacity. If memory capacity becomes less, please back up required data first, and then initialize coordinates data. To initialize coordinates data, turn on the instrument while pressing [F2]+[F5]+[ON/OFF], and take your finger off [ON/OFF] again. After you see the message “COORD. DATA INITIAL”, press [F5]. Then the message “Please wait” is displayed. When it is completed, the panel of MODE A is displayed. 38
d) Note on converting CSV file. When you attempt to convert CSV file from LTS-200 by DL-01, please note that it may not succeed if CSV data type is not correct. After [CONVERT] button is clicked on DL-01 then “CSV files from PCS/ R-100 (*.*)” is selected for the type of file, “CSV Import Option” will be appear. In case the CSV data doesn't have “CODE” field, please select “PN XY” or “PN XYZ” from following four types for the “type” of data on the “CSV Import Option” panel. PN XY (Code) PN XYZ (Code) PN XY PN XYZ e) For more information to work with DL-01, please refer to the “help” file after the installation. 39
5.SETUPFollowings are possible functions and the factory default settings: A language other than English can be selected. Press [ENT] [SETUP] of the LinertecExpress screen to view the FUNCTION SETTING screen. 5.1 ADJUST SETTINGSelect 1. ADJUST SETTING of the FUNCTION SETTING screen to view the following screen. Press [ENT] to open the selection window. Select each setting and press [F5] [ACCEPT] to enter. [1.ATM CORR] Select the 1.ATM CORR and press [ENT] to view the following screen. Press the down arrow key to choose and press [ENT] to enter. [2.PRISM CONST] Select the 2.PRISM CONST and press [ENT] to view the following screen. Press the down arrow key to choose and press [ENT] to enter.[3.SHEET CONST] Select the 3.SHEET CONST and press [ENT] to view the following screen. Press the down arrow key to choose and press [ENT] to enter.[4.CRV/REF CORR] Select the 4.CRV/REF CORR and press [ENT] to view the following screen. Press the down arrow key to choose and press [ENT] to enter. 40
[4. COMP AXIS] Select the 4. COMP AXIS and press [ENT] to view the following screen. Press the down arrow key to choose and press [ENT] to enter.5.2 ACTION SETTINGSelect the 2. ACTION SETTING of the FUNCTION SETTING screen and press [ENT] to view the following screen. Press [ENT] to open the selection window. Select each setting and press [F5][ACCEPT] to enter. [1.EDM MIN DISP]Select the 1.EDM MIN DISP and press [ENT] to view the following screen. Press the down arrow key to choose andpress [ENT] to enter.[2. SHOT COUNT]Select the 2. SHOT COUNT and press [ENT] to view the following screen. Press the down arrow key to choose and press [ENT] to enter.[3. SHOT INPUT]Select the 3. SHOT INPUT and press [ENT] to view the following screen. Press the down arrow key to choose and press [ENT] to enter.[4. TILT DISP]Select the 5.TILT DISP and press [ENT] to view the following screen. Press the down arrow key to choose and press41
[ENT] to enter.[5. TILT DISP UNIT]Select the 6.TILT DISP UNIT and press [ENT] to view the following screen. Press the down arrow key to choose and press [ENT] to enter. [6. LONG RANGE MES.]Select the 7.LONG RANGE MES. and press [ENT] to view the following screen. Press the down arrow key to choose and press [ENT] to enter. [7. PRIM. MEAS KEY]Select the 8.PRIM. MEAS KEY and press [ENT] to view the following screen. Press the down arrow key to choose and press [ENT] to enter. [8. SEC. MEAS KEY]Select the 9.SEC. MEAS KEY and press [ENT] to view the following screen. Press the down arrow key to choose and press [ENT] to enter. [9. MIN UNIT ANG.]Select the 10.MIN UNIT ANG. and press [ENT] to view the following screen. Press the down arrow key to choose and press [ENT] to enter. [10. V.ANG. STYLE]Select the 11.V.ANG. STYLE and press [ENT] to view the following screen. Press the down arrow key to choose and press [ENT] to enter. [11. AUTO OFF]Select the 12.AUTO OFF and press [ENT] to view the following screen. Press the down arrow key to choose and press42
[ENT] to enter. [12. EDM OFF]Select the 13. EDM OFF and press [ENT] to view the following screen. Press the down arrow key to choose and press [ENT] to enter.[13. ILLU. OFF]Select the 14.ILLU. OFF and press [ENT] to view the following screen. Press the down arrow key to choose and press [ENT] to enter. [14. QUAD BUZ.]Select the 16. QUAD BUZ. and press [ENT] to view the following screen. Press the down arrow key to choose and press [ENT] to enter. 5.3 UNIT SETTINGSelect the 3. UNIT SETTING of the FUNCTION SETTING screen and press [ENT] to view the following screen. Press [ENT] to open the selection window. Select each setting and press [F5] [ACCEPT] to enter. [1. TEMP. UNIT]Select the 1.TEMP. UNIT and press [ENT] to view the following screen. Press the down arrow key to choose and press [ENT] to enter. [2. PRESS UNIT]Select the 2.PRESS UNIT and press [ENT] to view the following screen. Press the down arrow key to choose and press [ENT] to enter. 43
[3. DIST. UNIT]Select the 3.DIST. UNIT and press [ENT] to view the following screen. Press the down arrow key to choose and press [ENT] to enter. [4. ANG. UNIT]Select the 4.ANG. UNIT and press [ENT] to view the following screen. Press the down arrow key to choose and press [ENT] to enter. 5.4 COMMUNICATION SETTINGSelect the 4. COMMUNICATION SETTING of theFUNCTION SETTING screen and press [ENT] toview the following screen. Press [ENT] to open theselection window. Select each setting and press [F5][ACCEPT] to enter. More details please refer to “4.3.3COMMUNICATION SETTING”.5.5 FUNCTION SETTINGFUNCTION DEFAULT SETTINGSCoordinate system can be selected. (cfr. Coordinate axis definition )Character input method can be selected. “10 KEY SYS.(ABC)”Action input method can be selected. “PROCESS TYPE”The offset (remote) method can be selected. “FIXED PLANE”Compare method can be selected. “ALL IN ONE VIEW”Aiming on/off can be selected. “OFF”EDM (electronic distance meter) settings can be selected.PRIM. MEAS KEYSEC. MEAS KEYEDM MIN DISP/QUICKSHOT COUNT“MEAS. SHOT”“TRACK CONT”“1mm/OFF”44
SHOT INPUT “1 TIME”“01 TIME”Elevation factor can be defined.AVE. ELEV.SCALE FACT+0000.0000m1.00000000Duplicate point name checking “OFF”Order of displaying measurement screen “POLAR DATA”Foresight and backsight Setting of BSP measurement“OFF”Recording format to record polar data “HA VA SD”Press [3] [SETUP] of the Linertec screen and press the down arrow key to view the PREFERENCE screen.5.5.1 Language SelectionSelect 1. LANGUAGE and press [ENT] to view theLANGUAGE selection window. Press the down arrow key to select and press [ENT] to comfirm the selected one. 5.5.2 Coordinate axis definition 45
Select 2. COORD. SYSTEM and press [ENT] to view the coordinate system definition window. Press [ENT] to select and press [F5] [ACCEPT] to enter. Definition of each selection is as follows. 46HeightBasis Direction （user difined ）Right Angle90° CWStation Point90° CCW 针(Right Angle)
47Item Description Selection Default ex.1 GermanXYZex.2 ex.31.DISP.1 NAMEName of the 1st Axison the screen.(Ex. it is shown 3rd line of the “MEASURE” screen.)Any name X X N E2.DISP.2 NAMEName of the 2nd Axis on the screen.(Ex. it is shown 4th line of the “MEASURE” screen.)Any name Y Y E N3.DISP.3 NAMEName of the 3rd Axison the screen.(Ex. it is shown 5th line of the “MEASURE” screen.)Any name Z Z Z Z4.DISP.1 AXISDefine the direction of the 1st Axis.1. BASIS DIRECTION2. RIGHT ANGLE3. HEIGHT1. BASIS DIRECTION2. RIGHT ANGLE1. BASIS DIRECTION1. BASIS DIRECTION5.DISP.2 AXISDefine the direction of the 2nd Axis.1. RIGHT ANGLE 2. HEIGHT 3. BASIS DIRECTION2. RIGHT ANGLE1. BASIS DIRECTION2. RIGHT ANGLE2. RIGHT ANGLE6.DISP.3 AXISDefine the direction of the 3rd Axis.1. HEIGHT 2. BASIS DIRECTION 3. RIGHT ANGLE 3. HEIGHT 3. HEIGHT 3. HEIGHT 3. HEIGHT7.ROTATIONDefine the rotation from the 1st Axis to the 2nd Axis..1. CW2. CCW1. CW 1. CW 1. CW 1. CCWExample of GRAPHICAL VIEWCWX:B.D.P1P2P3Y: R.A.Z: HeightCCWE:B.D.P1P2P3N: R.A.Z: HeightCWY:B.D.P1P2P3X: R.A.Z: HeightCWN:B.D.P1P2P3E: R.A.Z: Height
Any name can be defined for all three axes. For the “DISP.# NAME”, it is possible to definesame name. However, please note that the samecoordinates’ value will be displayed. Three types of axes can be selected for each threeaxes. For the “DISP.# AXIS”, it is possible to definesame type of axis. However, please note that the same coordinates’ value will be displayed. Definition of this function will be affected to the value of the coordinates. 5.5.3 Input method selectionSelect 3. INPUT METHOD and press [ENT] to viewthe Character INPUT METHOD selection window. Press the down arrow key to select and press [ENT]to comfirm the selected one. Explanation of the 10 Key system (123/ABC), Fulltemplate, Divided template and Matrix system. 48
1. 10 Key System(ABC/123)These are the standard input method using the Alphanumeric and +/- key. 2. Full template Select each Character by pressing left, right, up anddown arrow keys and select each Character bypressing [F5] [SELECT] each time. 3. Divided template 4. MATRIX How to input “A” by Matrix. First press [F1] [R1] to view next screen. Press [F1] [1Aa] to view next screen. Press [F2] [A] to select “A”. 49
5.5.4 Action Method SelectionSelect 4. ACTION METHOD and press [ENT] to view the following screen. Press the down arrowkey to choose and press [ENT] to enter. Process type This input method takes over the functionality of“LinertecExpress”. When this option is selected, the next screen will be shown afterinputting necessary items. Structure type This input method takes over the functionality of ourpast product. When this option is selected, the menuscreen will be shown after inputting necessary items.5.5.5 Remote method selectionSelect 5.REMOTE METHOD andpress [ENT] to view the followingscreen. Press the down arrow key to choose andpress [ENT] to enter.501.Cylinder faceReference P. Coordinates2.Fixed plane3.Rotated planeStation Point CoordinatesREMOTE
1. Cylinder faceThe Remote measurement is performed on the inner surface of the vertical cylinder as shown left. 2. Fixed planeThe Remote measurement is performed on the fixed plane, which is perpendicular to the sight of the reference point as shown left.3. Rotated plane The Remote measurement is performed on the Rotated plane, which is always perpendicular to the present line of sight and induces the reference point as shown left.5.5.6 Compare method selectionSelect 6.COMPARE METHOD SELECTION andpress [ENT] to view the following screen. Press thedown arrow key to choose and press [ENT] to enter. 51Fixed planeAngleRotated planeSPAngleSPSPCylinderAngleFixed PlaneAngleSP
When “ALL IN ONE INFO”is selected, allinformation will be displayed on the result of StakeOut panel.When “LARGE CHARACTER”is selected, resultinformation is shown with two screens and thesescreens and the Graphics screen can be switched bypressing [SCROLL].5.5.7 Request aiming selectionSelect 7. REQUEST AIMING and press [ENT] to view the following screen. Press the down arrow keyto choose and press [ENT] to enter. After pressing [ENT] on STATION POINTH.ANGLE SETUP screen, you can choose whetheror not the warning message, “Did you aim at Ref.Point?” is displayed. 5.5.8 EDM settings selectionSelect 8.EDM SETTINGS and press [ENT] to viewthe following screen. Press the down arrow key tochoose and press [ENT] to enter. 52
1. PRIM.MAES KEY 1. MEAS. SHOT　2. MEAS. CONT　3. TRACK SHOT　4. TRACK CONT 2. SEC.MEAS KEY 1. TRACK CONT　2. TRACK SHOT　3. MEAS. CONT　4. MEAS. SHOT 3. EDM MIN DISP/QUICK 1. 1mm/OFF　2. 1mm/ON3. 0.1mm 4. SHOT COUNT 1. 1 TIME　2. 3 TIMES　3. 5 TIMES　4. INPUT 5. SHOT INPUT XX TIMESPlease refer to the instruction manual of basic function about details of each setting. 5.5.9 Elevation factor“Elevation Factor” as used here refers to Average Elevation Correction and Scale Factor carried out as part of the measurement process among the special functions. It is effective only with MEAS-Rect., FREE, CALC-Traverse, and VPM. These reverse corrections are carried out with STAK (Stake Out, Point To Line). When the instrument is shipped from the factory, the 1.AVE.ELEV. is set to “0” and the 2.SCALE FACT to “1” so that no correction is carried out. If correction is necessary, input the appropriate values for the AVE.ELEV and SCALE FACT.53HHSaRHScSb
Select 9. Elevation factor and press [ENT] to viewthe ELEVATION FACTOR selection window.Press [ENT] to select and press [F5] [ACCEPT]. 1. Average Elevation Average (H) = Averaged on-site elevation Input range: -9999.9998 -- +9999.9998m 2. Scale Factor Scaling = On-site scaling coefficient Input range: +0.00000001 -- +1.999999985.5.10 Duplicate point checkWhen for this setting ON is selected, you can checkwhether a Point Name overlaps another Point Namealready input. 54Cross section of the earth
5.5.11 Meas. DisplayThis setting allows you to set the order of display when a function of “11. MEAS. DISP” is carried out.When “POLAR DATA” is selected, STATION POINT H.ANGLE SETUP screen appears next toANG. & DIST. screen. When “RECT. DATA” is selected, MEASURE screen is displayed. 55SELECT “POLAR DATA” SELECT “RECT. DATA”
5.5.12 Both faces meas.When “ON” is selected and sighting the BSP (BackSight Point), you are requested to sight at reverseposition as well after normal position.When “OFF” is selected, you can sight only at normal position. 5.5.13 Save ModeIf you switch to SAVE MODE, you can change thedisplay when Polar data is displayed. When “HA HD VD” are selected at VIEW&EDIT of POLAR DATA of EDIT, thedisplay will be changed as shown in the right figure.5.5.14 BACKSIGHT SAVEWhen “open”is selected, backsight save will work automatically. 56
6. CALCULATIONSThe following calculations are available: • COGO • 2D SURFACE • Road Design6.1 CogoThe following COGO functions are available: • Inverse • Point Coordinates • Circle Radius • Line-Arc intersection • Line-Line intersection • Arc-Arc intersection • Distance offset • Point distance offset • Arc distance offset "COGOPoint" FILEThe LTS-200 series automatically creates “COGOPoint” file. In the file, the following 14coordinates to be used in COGO function, are recorded.SP Station Point EP End Point CO Coordinates P1 Point 1P2 Point 2P3 Point 3CP Center Point S1 Start point 1E1 End point 1S2 Start point 2E2 End point 2C1 Center point 1C2 Center point 2OP Observation Point The values recorded in "COGOPoint" are used as an initial value each time these values areinput. These values are updated when the function, which uses these values, is carried out.For instance, if you carry out Inverse, then carry out Distance offset later, the values of SP and EP which are input at Inverse will be initial values of SE and EP of Distance offset 57
which is carried out later. If you wish to input the initial value in advance, edit it by using “VIEW&EDIT of EDIT THE RECT. DATA. (Refer to “5.3 Edit the Data”). 6.1.1 InverseFrom the given two point Coordinates, the Direction angle and distance are calculated. Input: Coordinates of two points Output: Horizontal distance, Vertical distance between the points and Direction of the line defined by the two pointsFrom the LinertecExpress screen, press 4 to view CALCULATION screen.Select 1.COGO and press [ENT] to view the COGOscreen.Select the 1. INVERSE and press [ENT] to viewINVERSE screen.A. Start Point Input（Input the PN, Coordinates and PC of the Start point.）Select 1. SP and press [ENT] to view SP screen.58EP ：end pointSP ：Station Point
• [LIST] key All stored points can be displayed as follows bypressing [F2] [LIST]. Press [F2] [LIST] to view POINT SELECTIONFROM THE LIST screen. Press [ENT] to open the SP input screen. Input your desired Point Name by pressing keys,and press [ENT] to open the X coordinate inputscreen. Input your desired Point Name by pressing keys,and press [ENT] to open the Y coordinate inputscreen. Input your desired Point Name by pressing keys,and press [ENT] to open the Z coordinate inputscreen. Press [ENT] to open the PN input screen and input.Press [ENT] to open the PC input screen andinput. B. End point coordinates input(Input the PN, Coordinates and PC of the End point.) 59
After PC input, press [ENT] or F5[ACCEPT] to viwe the EP screen. Input the PN, X, Y, Z Coordinates and PC name of the End point.Press [ENT] to view the RESULT OF INVERSEscreen.C. Another End point Coordinates inputInput the PN, X, Y, Z Coordinates and PC nameof another End point, and another inverse resultcan be performed. 60
6.1.2 Point Coordinates A point Coordinates is calculated from a known point Coordinates and the Distance and Horizontal angle of the Second point. Input: Coordinates of a known point, Distance and Horizontal angle of the Second point Output: Coordinates of the Second point From the LinertecExpress screen, press 4 to view the CALCULATION screen. Select 1.COGO and press [ENT] to view the COGOscreen.6.1.2.1 Point Coordinates, Distance and H. angle Select the 2. POINT COORDINATES and press[ENT] to view POINT COORINATES screen. Select 1. CO and press [ENT] to view CO screen. 61DistanceFirst PointBearing
Press [ENT] to open the X coordinate input screen.Press [ENT] to open the Y coordinate input screen.Press [ENT] to open the Z coordinate input screen. Press [ENT] to open the PN input screen.Press [ENT] to open the PC input screen. 62
Input your desired PC by pressing keys, and press[ENT] to view DI screen. Input your desired value and press [ENT] to openthe H. ANGLE input window. Input your desired value to view the RESULT OFCOORD. CALCULATE screen. The Second point Coordinates are displayed by plusor minus from the known Coordinates. Press [ENT] to view the following screen. The PN, X, Y, Z and PC are viewed and can be edited. If all items are OK, press [F5] [ACCEPT] to save them. 6.1.2.2 Distance and H. angleIn the same manner, the values of Distance and H.angle are input as follows and the Second pointCoordinates are displayed. Select 2. DI and press [ENT] to view DI screen.63
Input your desired value and press [ENT] to openthe H. ANGLE input window. Input your desired value to view the RESULT OFCOORD. CALCULATE screen. The Second point Coordinates are displayed by plusor minus from the known Coordinates. Press [ENT] to view the following screen. The PN, X, Y, Z and PC are viewed and can be edited. If all items are OK, press [F5] [ACCEPT] to save them. 6.1.2.3 H. angle inputIn the same manner, only the value of H. angle isinput as follows, and the Second point Coordinatesare displayed.Select 3. BE and press [ENT] to view H. ANGLEscreen. Input H. angle and press [ENT] to view theRESULT OF COORD. CALCULATE screen. The Second point Coordinates are displayed by plus or minus from the known Coordinates.64
Press [ENT] to view the following screen. The PN, X, Y, Z and PC are viewed and can be edited. If all items are OK, press [F5] [ACCEPT] to save them. 6.1.3 Circle RadiusThe Center point and radius of the circle drawn by three points are calculated by this function. You can store calculated Center point. Input: 3 points Output: Center point of the arc Radius of the arc From the LinertecExpress screen, press 4 to view the CALCULATION screen. 65Center PRadiusP1P2P3
Select 1.COGO and press [ENT] to view the COGO screen.Select the 3. CIRCLE RADIUS and press [ENT] toview CIRCLE RADIUS screen.Select 1. P1 and press [ENT] to view P1 screen.Input PN (Point Name), X, Y, Z, and PC (PointCode) of P1 point or import from the memory of rectangular coordinate as P1 by [F2] [LIST].If you finish the input of P1 value, press [F5] [ACCEPT]. Then you go to P2 input screen.Input P2 data like input of P1. If you finish the input of P2, press [F5] [ACCEPT].Then you go to P3 input screen.If you finish the input of P3, press [F5] [ACCEPT]. Then you go to RESULT OF CIRCLE RADIUSscreen. You can see the coordinates of Center point of thearc and the radius of the arc. Press [F5] [ENT] to save the coordinates of centerpoint.The PN, X, Y, Z and PC are viewed and can be edited. If all items are OK, press [F5] [ACCEPT] to save them. 66
6.1.4 Line-Arc intersection Two intersection points of one line and circle are calculated by this function. The line is drawn by SP and EP. The circle is drawn by center point and radius. You can store two possible intersection points. Input: Line: Start point and End Point Arc: Center point and Radius Output: Two possible intersection points From the LinertecExpress screen, press 4 to view theCALCULATION screen. Select 1.COGO and press [ENT] to view the COGOscreen. Select the 4.LINE-ARC INTERSECTION and press[ENT] to view LINE-ARC INTERSECTION screen.67Center PRadiusSPPoint 2EPPoint 1
Select 1. SP and press [ENT] to view SP screen.Input PN (Point Name), X, Y, Z, and PC (Point Code) of SP point or import from the memory of rectangular coordinate as SP by [F2] [LIST].If you finish the input of SP value, press [F5] [ACCEPT].Then you go to EP input screen. Input EP value like an input of SP. If you finish an input of EP, press [F5] [ACCEPT]. Then you go to CP input screen.If you finish the input of CP value, press [F5] [ACCEPT]. Then you go to RADIUS input screen.If you finish the input of RADIUS, press [ENT]. Then you go to RESULT OF LINE-ARCINTERSECTION screen. You can see the coordinates of one of intersectionpoint. You can switch to one more intersection pointby pressing [F3] [ONE MORE].Press [F5] [ENT] to view the RESULT OF LINE-ARC INTERSECT. Screen. The PN, X, Y, Z and PC are viewed and can be edited. If all items are OK, press [F5] [ACCEPT] to save them. 68
6.1.5 Line-Line intersection The intersection point of two lines drawn by given four points is calculated by this Function.Input: First line: S1 (Start point) and E1 (End Point) Second line: S2 (Start point) and E2 (End Point) Output: Intersection point between the two lines From the LinertecExpress screen, press 4 to view theCALCULATION screen.Press 1.COGO to view the COGO screen. Select the 5. LINE-LINE INTERSECTION and press[ENT] to view its screen 69E2S1S2Intersection Point E1
Select 1.S1 and press [ENT] to view S1 screen. Input PN (Point Name), X, Y, Z, and PC (PointCode) of S1 point or import from the memory of rectangular coordinate as S1 by [F2] [LIST].If you finish the input of S1 value, press [F5] [ACCEPT]. Then you go to E1 input screen. Input E1 value like an input of S1. If you finish an input of E1, press [F5] [ACCEPT]. Then you go to S2 input screen.If you finish the input of S2 value, press [F5] [ACCEPT].Then you go to E2 input screen. If you finish the input of E2, press [ENT]. Then you go to RESULT OF LINE-LINE INTERSECTION screen to confirm the coordinates of the intersection point.Press [F5] [ACCEPT] to save an intersection point.The PN, X, Y, Z and PC are viewed and can be edited. If all items are OK, press [F5] [ACCEPT] to save them.70
6.1.6 Arc-Arc intersection Two intersection points of two arcs drawn by each center point and radius are calculated. You can store two possible intersection points. Input: Arc 1: Center point and Radius Arc 2: Center point and Rradius Output: Two possible intersection points From the LinertecExpress screen, press 4 to view theCALCULATION screen.Select 1.COGO and press [ENT] to view the COGOscreen. Select the 6. ARC-ARC INTERSECTION and press[ENT] to view ARC-ARC INTERSECTION screen.71Center 2Point 1Radius2Radius 1Point 2Arc 2Arc 1Center 1
Select 1. C1 and press [ENT] to view C1 screen.C1 (Center 1) point is Center point of Arc 1. Input PN (Point Name), X, Y, Z, and PC (Point Code) of C1 point or import from the memory of rectangular coordinate as C1 by [F2] [LIST]. If you finish the input of C1 value, press [F5] [ACCEPT].Then you go to R1 input screen. Input the radius of Arc1 as R1 value. If you finishthe input of R1, press [ENT]. Then you go to C2 input screen.C2 (Center 2) point is Center point of Arc 2. Input PN (Point Name), X, Y, Z, and PC (Point Code) of C2 point or import from the memory of rectangular coordinate as C2 by [F2] [LIST].If you finish the input of C2 value, press [F5] [ACCEPT].Then you go to R2 input screen.Input the radius of Arc 2 as R2 value. If you finish theinput of R2, press [ENT].Then you go to RESULT OF ARC-ARCINTERSECTION screen. You can see the coordinates of one of intersection point. You can switch to one more intersection point by pressing [F3] [ONE MORE].Press [F5] [ENT] to save one of intersection point. The PN, X, Y, Z and PC are viewed and can be edited. 72
If all items are OK, press [F5] [ACCEPT] to save them.6.1.7 DISTANCE OFFSETOffset distance of new point to the line and distance of Start point to new point are displayed. Also New Point on the line is calculated by point of start, end, and offset. You can store the New Point.Input: line: Start Point (SP) and End Point (EP) Offset Point (OP) Output: New Point Offset of New Point from the line (moving in the direction from Start point to End Point, right is positive, left is negative) Distance of New Point from Start point From the LinertecExpress screen, press 4 to view theCALCULATION screen.Select 1. COGO and press [ENT] to view the COGOscreen.73(+)SPEPOffset PNew PointOffset P(-)offsetDistance
Select the 7. DISTANCE OFFSET and press [ENT] to view DISTANCE OFFSET screen. Select 1. SP and press [ENT] to view SP screen.Input PN (Point Name), X, Y, Z, and PC (Point Code) of SP point or import from the memory of rectangular coordinate as SP by [F2] [LIST].If you finish the input of SP value, press [F5] [ACCEPT].Then you go to EP input screen. Input EP data like input of SP. If you finish the inputof EP, press [F5] [ACCEPT]. Then you go to OP input screen.If you finish the input of OP, press [F5] [ACCEPT]. Then you go to RESULT OF DISTANCE OFFSETscreen. You can see the coordinates of New Point on the line,offset distance of New Point to the line and distanceof New Point to Start point. Press [F5] [ENT] to save the coordinates of newpoint. The PN, X, Y, Z and PC are viewed and can be edited. If all items are OK, press [F5] [ACCEPT] to save them. 74
6.1.8 Point Distance Offset New offset point is calculated by inputting distance from Start point and Offset from line. Input: line: Start point and End Point Distance from Start point (DI) Offset from the line (OD) (moving in the direction from start point to End Point, right is positive, left is negative) Output: New Point From the LinertecExpress screen, press 4 to view theCALCULATION screen.Select 1. COGO and press [ENT] to view the COGOscreen.Select the 8. POINT DISTANCE OFFSET and press[ENT] to view POINT DISTANCE OFFSET screen.75(+)SPEPNew Offset PointNew PointNew Offset Point(-)ODDI
Select 1. SP and press [ENT] to view SP screen. Input PN (Point Name), X, Y, Z, and PC (PointCode) of SP point or import from the memory of rectangular coordinate as SP by [F2] [LIST]. If you finish the input of SP value, press [F5] [ACCEPT].Then you go to EP input screen. Input EP data like input of SP. If you finish the input of EP, press [F5] [ACCEPT]. Then you go to DISTANCE input screen. Input DI (Distance from SP to point on the line).If you finish the input of DI, press [ENT]. Then yougo to OFFSET input screen. Input OD (Offset distance from the line to offsetpoint). If you finish the input of OD, press [ENT]. Then yougo to RESULT OF POINT DIST.OFFSET screen. You can see the coordinates of offset point from theline.Press [F5] [ACCEPT] to view the RESULT OFCOORD. CALCULATE screen.76
The PN, X, Y, Z and PC are viewed and can be edited. If all items are OK, press [F5] [ACCEPT] to save them. 6.1.9 Arc distance offsetOffset point from the arc is calculated. Input: arc: Start point, End Point and Radius (R) Distance along arc from Start point (DI) Offset from the arc (OD) (moving in the direction from Start point to End Point, rightis positive, left is negative) NOTE: From Start point to End Point must be CLOCKWISE. If you calculate by arc of COUNTER CLOCKWISE, change SP for EP and calculate changed DI manually. Output: new offset pointFrom the LinertecExpress screen, press 4 to view theCALCULATION screen.Select 1.COGO and press [ENT] to view the COGOscreen.77(+)SPEPNew Offset PointNew PointNew Offset Point(-)ODDIR
Select the 9. ARC DISTANCE OFFSET and press [ENT] to view ARC DISTANCE OFFSETscreen.Select 1. SP and press [ENT] to view SP screen. Input PN (Point Name), X, Y, Z, and PC (Point Code) of SP point or import from the memory of rectangular coordinate as SP by [F2] [LIST]. If you finish the input of SP value, press [F5] [ACCEPT]. Then you go to EP input screen. Input EP data like an input of SP.If you finish input of EP, press [F5] [ACCEPT].Then you go to RADIUS input screen.Input RADIUS (Radius of circle).If you finish the input of RADIUS, press [ENT].Then you go to DISTANCE input screen.Input DISTANCE (Distance from SP to point on thearc). If you finish the input of DISTANCE, press [ENT].Then you go to OFFSET input screen.Press [ENT] to view the RESULT OF ARC DISTANCE OFFSET screen. You can see the coordinates of the Offset Point.78
Press [F5] [ACCEPT] to save it。The PN, X, Y, Z and PC are viewed and can beedited. If all items are OK, press [F5] [ACCEPT] to savethem. 79
6.2 2D SURFACEThis function calculates the 2D and 3D contour of a polygon and the 2D surface of the area defined by the polygon. You define the polygon by selecting points and LinertecExpress then calculates contour and 2D surface.NOTE: 1. The polygon is defined by the points you select. Therefore, the order in which you enter thepoints is important. If you select points by [ALL] or [FROM] [TO], the polygon is defined according to the order of the memory address. If you select points one by one by [ENT], the polygon is defined according to the order of your selection. 2. You have to select points in such a way that the line segments that define the polygon do not intersect. 3. Selected points should be less than 500 points.From the LinertecExpress screen, press 4 to viewthe CALCULATION screen. 80X2D CONTOURZY3D CONTOUR2D 2D SURFACESURFACE● STORED POINT
Select 2. 2D SURFACE and press [ENT] to viewPOINT SELECTION FROM THE LIST screen.If you press [F5] [PAGE], you can see anotherscreen.You select the order of points, which define the polygon at this screen.How to select points of polygon [ENT] Key：Move to point selection by [F3] and [F4] arrow keysand press [ENT] to select them one by one, eachindication is reversed as follows. Reverse display shows that it was selected. If you cancel the selection of the point, press [ENT]again. You can cancel the selected points one by one after pressing [ALL].[F2][ALL] KeyPress [F2] [ALL] to select all stored points of current JOB. The order of points is according to the arrangement of the memory. If you press [F2] [ALL] again, the selection of all points is canceled.You can cancel the selected points by [ENT] one by one, after pressing [ALL]. If you press [F2] [ALL] after you already selected some points, the selection of all points is reversed. [F3] [FROM] key and [F4] [TO] key You can define the range of polygonal points from all points of current JOB by [F3] [FROM]and [F4] [TO] as follows. 81
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NOTE: [F1] [ORDER] key Press [F1] [ORDER] to confirm order ofselected points after you finished theselection. If you finish point selection of apolygon, press [F1] [ACCEPT] to calculate. The result of calculation isdisplayed as follows.Press [ENT] or [ESC] to return to POINT SELECTION FROM THE LIST screen. You change a selection, and you can calculate it again.83
Please insert English translation of 道路軟件 here.84
7.MEASURE7.1 Rectangular CoordinatesPress 7 [MEAS] of the LINERTEC to view theMEASURE METHOD SELECTION screen. Select1.RECTANGULAR COORD. and press [ENT] to viewthe STATION POINT SETUP screen. Press [F1] [Meas] to measure and display the coordinate. Press[F2] [SAVE] to save it。 Press [F3] [ME/SAVE] to measure and save the measureddata. 85RemoteBacksight P. CoordinatesAzimuthReference P. Coordinates1.Cylinder face2.Fixed plane3.Rotated planeStation Point CoordinatesOffset
No survey data is saved when no PN is input.Press [F4] [EDIT] to edit the PN, Point Name, PH, Prism Height and PC, Point Code. Input your desired Point Name, Prism Height and Point Code. Press [F5] [ACCEPT] if the current PN, PH and PC areacceptable. If Point Code exists, you can easily select them from the listor edit one of them after pressing [ENT]. For using PointCode List, please refer to “8.3.1 Point Code”. Press [F5] [PAGE] to view another menu. Press [F3] STATION can alter the station information, please refer to 9.1.EDM settings can be selected by pressing [F1] [EDM]. For example, change 1.PRIM. MEAS KEY (MEAS)to TRACK SHOT or TRACK CONT if you want touse tracking measurement with primary MEAS key(MEAS). The target type can be selected by pressing [F2] [TARGET]. Coordinates display and Angle & Distance display 1) Press [F5] [PAGE] twice to view [F3] [ANG & DIST]. 2) Press [F3] [ANG & DIST] to view [F3] [COORD.] and Angle and Distance values. 3) Press [F3] [COORD.] to view [F3] [ANG&DIST] and Coordinates. Stake Out can be selected by pressing [F4] [STAKEOUT].7.2 Polar Coordinates86
Press 7 [MEAS] of the LINERTEC to view the MEASURE METHOD SELECTION screen. Select 2. POLAR COORD. and press [ENT] to view the STATION POINT SETUP screen. 。Press [F1] [Meas] to measure and display thecoordinate. Press [F2] [SAVE] to save the measured data. Press [F3] [ME/SAVE] to measure and save the measured data. No survey data is saved when no PN is input.Press [F4] [EDIT] to edit the PN, Point Name, PH,Prism Height and PC, Point Code. Press [ENT] to view each input window by pressingup or down arrow key, and input your desired pointname or prism height or point code. Press [F5] [ACCEPT] if the current PN, PH and PCare acceptable.PC, Point Code: Press [ENT] to view and input the PC, Point Code, screen. If Point Code exists, you can easily select them from the list or edit one of them after pressingthe [ENT]. For using PointCodeList, please refer to“10.3.2 Point Code”. Press [F5] [PAGE] to view another menu.Station point setup can be changed by pressing[F3] [STATION].87
EDM settings can be selected by pressing [F1] [EDM]. For example, change 1.PRIM. MEAS KEY (MEAS) to TRACK SHOT or TRACK CONT if you want to use tracking measurement with primary MEAS key (MEAS). The target type can be selected by pressing [F2] [TARGET]. 7.3 Rectangular & Polar CoordinatesRectangular Data and Polar Data can be stored at the same time in this function.Press 7 [MEAS] of the LINERTEC and press [ENT]to view the MEASURE METHODSELECTION screen. Select 3. RECT._POLAR COORD. and press [ENT] to view the STATION POINT SETUP screen. “MEASURE” and “ANG.& DIST” willdisplay, you can set one for preference in selecting “5.SETUP” of the FUNCTION SETTING. More details,please refer to“5.5.11 Meas. DISP”. Coordinates display and Angle & Distance display. Aim at the Reference Point and press [ENT] to viewthe MEASURE screen. Press [F1] [MEAS] to measure the Distance anddisplay the Coordinates. Press [F2] [SAVE] to save the measured data. Press [F3] [ME/SAVE] to measure and save themeasured data. No survey data is saved when no PN is input. Rectangular Data and Polar Data are saved with the same Point Name in the same Job File.Press [F4] [EDIT] to edit the PN, Point Name, PH,Prism Height and PC, Point Code. Press [ENT] to view each input window by pressing upor down arrow key, and input your desired Point Nameor Prism Height or Point Code. Press [F5] [ACCEPT] ifthe current PN, PH and PC are acceptable. PC, Point Code: Press [ENT] to view and input the PC, Point code, screen. 88
If Point Code exists, you can easily select them from the list or edit one of them after pressing[ENT]. For using PointCodeList, please refer to“10.3.2 Point Code”. Pressing [F5][PAGE] switches the screen as follows;Station Point setup can be changed by pressing [F3] [STATION].EDM settings can be selected by pressing [F1] [EDM].89 MEAS DISPLAY : POLAR MEAS DISPLAY : RECT.
For example, change 1.PRIM. MEAS KEY (MEAS) to TRACK SHOT or TRACK CONT if you want to use tracking measurement with PRIM MEAS KEY (MEAS).The target type can be selected by pressing [F2] [TARGET]. Coordinates display and Angle & Distance display 1) Press [F5] [PAGE] twice. 2) Press [F3] [ANG & DIST] to view [F3] [COORD.] and Angle and Distance values. 3) Press [F3] [COORD.] to view [F3] [ANG&DIST] and Coordinates. Function of ANG.&DIST screenPressing [F4] [DISP] changes the distance data to be displayed.Function of measure screenPress [F1] [REMOTE] once and then quickly pressthis key again to measure your desired pointCoordinates by moving the telescope. The displayed Coordinates automatically change according to your aiming point. The Remote is a function of, so to speak, “Real-time offset”. If a reference point or offset point is measured, the Coordinates of your aiming point are calculated based on the reference plane. There are three calculation methods: Cylindrical face, Fixed plane and Rotated plane. They are selected by “Preference”. Refer to “5.5.5 Remote method selection”. The calculations are performed on the virtual planes. To quit the Remote measurement, press [F1] [REMOTE] twice again. Press [F4] [H.ANGLE] to display STATION POINTH. ANGLE SETUP (Refer to “11.1.3 StationOrientation”) Stake Out can be selected by pressing [F4][STAKEOUT]. 90
7.4 IH measurement This function is to measure IH based on known pointThe IH value measured here will be set as an initialvalue of IH to be used on each function.Press 7 [MEAS] of the LINERTEC and press [ENT]to view the MEASURE METHODSELECTION screen.Select 4.IH MEASURE and press [ENT] to view the STATION POINT SETUP screen. Press [ENT] to open the PN, X, Y, and Z inputwindow and input each. Then, press [F5] [ACCEPT] to view the KNOWNPOINT COORD. SETUP screen. After pressing [F1] [MEAS] to make the distancemeasurement, press [ENT] to display MACHINE IH screen.The value output on this screen is the current IHvalue. It will be saved as the updated IH value by pressing [ENT]91
CautionAs illustrated in Fig. 1, it is optimal to choose the known points P1 and P3. The instrument should be set up in such a manner so that the angle between P1 and P3 becomes 90°. The distances S1 and S2 should be similar.The accuracy of a calculation result depends on the following: 1) The inner angle between known points is extremely small. See P1 and P2 on above Fig. 1.2) The inner angle between known points is extremely large.See P4 and P6 on above Fig. 1. 3) The distance from a new point to a known point is extremely short or extremely long. 4) A new point (station point) and three or more known points are arranged on the same circumference. See above Fig. 2. When searching for a new point by free stationing and surveying by installing an instrument in the point, accuracy may not be stabilized compared with the case where an instrument is installed on a known point. In field work which needs a high-precision survey, we cannot recommend this method.92P1P3New pointP4 P5P6P2P1S1 S290 ﾟFIG 1 FIG 2New pointP2P3
8. STAKE OUT From the known Station Point and Direction Angle, the Coordinates for the Stake Out are obtained. 8.1 Stake OutPress [F4] [FUNCTION] of the LinertecExpress screento view the“LINERTEC FUNCTION” screen. Select 1.STAKE OUT and press［ENT］ or [select] toview the “STAKEOUT METHOD SELECTION” screen.Select 1.STAKE OUT and press [ENT] to input the IH,press [ENT] to view the STATION POINT SETUPscreen. Open the PN, X, Y, Z, IH and PC input window and input each. Save the data by pressing [F1] [SAVE]. 93BSPStake Out PointStation Point
Press [ESC] to view STATION POINT H.ANGLE SETUP screen.Input the H. angle by pressing [F2] [INPUT], [F3] [0SET] and [F4] [HOLD] or Backsight Coordinates by pressing [F5] [BSP]. Pressing [F2] [INPUT] Input any horizontal angle.Pressing [F5] [BSP] The information for Back Ssight Point is obtained.Press [ENT] to finalize the input.Aim Reference Point , then press [ENT] to enterMultiple Orientation.For more details, refer to “11.1.4 MultipleOrientation”.Press [ENT] to enter STAKEOUT COORD.SETUPscreen.Open the PN, X, Y, Z, PH and PC input window and input each. Save the data by pressing [F1] [SAVE]. Press [F5] [ACCEPT] to view the STAKEOUTscreen. Aim at the Stake Out Point and press the [F1] [MEAS] to begin the Stake Out. Deviation of each value is displayed. Form of the screen to display deviation of the Stake Out can be changed by the selections of the “5.6 Compare method selection” in “5.PREFERENCE” setting. 94
To display all information at once, To display information with larger select “ALL IN ONE INFO.” character, select “LARGE CHARACTER”.Press [F3] [DISP] to view another screen. Press [F3] [SCROLL] to view another screen.Press [F1] [NEXT] to view another screen. 95
Press [F5] [PAGE] to view another screen. Press [F5] [PAGE] to view another screen.Press [F2] [DEV.] key, dx, dy, dzchange to deviation in meter.Press [F2] [DEV.] key again,return to dx, dy, dz.If you select “LARGE CHARACTER”, theinformation is shown with four screens and thesescreens and the Graphics screen can be switched by [F4] [DRAW].96
Press [F5] [PAGE] to view another screen. Press [F1] [DISP] to change graphic view.[Point Name]S Station PointP Measurement PointO Design Point[DEVIATION Information]Display the distance and direction from point P toPoint O F(Forward) / B(Back) Forward/BackwardsL(Left) / R(Right) Left/RightU(UP) / D(Down) Up/Down For more details on the operating procedure, refer to “10. DATA”Press [ENT] or [ESC] to return STAKEOUT screen.Example：In this case, the operator tells you to move 3.170m forward, 6.830m to the left and 1.000m down against Point P. 97Station X 0.000 mPoint Y 0.000 m S Z 0.000 mMeasurementPointH.angle 330°00′00″ P H.dst 5.000 mV.dst 1.000 mDesign X 5.000 m Point Y 5.000 mO Z 0.000 mB.: 3.170R.: 6.830D.: 1.000 OSP330°DEVIATION
Press the [F4] [NEXT] to carry out staking out forthe next point. Press the [F5] [PAGE] to view the MEASUREscreen. 8.2 Point to LineYou have to select the point A and B. The distance between the two points A and B has to be at least 1m. The two points A and B define a line and during Stake Out.Select 2. POINT TO LINE and press [ENT] to inputPH, then press [ENT] to view STATION POINTSETUP screen. 98Stake Out Point : PStation PointAInt. PB
Open the PN, X, Y, Z, IH and PC input window andinput each.Press [ESC] to view the STATION POINT H.ANGLE SETUP screen.Input the H. angle by pressing [F2] [INPUT], [F3] [0SET] and [F4] [HOLD] or Backsight Coordinates by pressing [F5] [BSP]. Press [ENT] to enter Multiple Orientation. For more details, refer to “11.1.4 Multiple Orientation” Following Multiple Orientation, it takes you to POINT A COORD. SETUP screen. Open the PN, X, Y, Z, PH and PC input window andinput each of the Point A and press[F5] [ACCEPT]. Open the PN, X, Y, Z, PH and PC input windowand input each of the Point B. Press [ENT] to view the POINT TO LINE screen. Press [F1] [MEAS] to measure. Each distance is displayed. 99
A -> B Distance between Point A and B. This is always positive. P -> A - B Distance between Int. P and P. If P is on the right side of A-B, the value is positive if P is on the left side of A-B, the value is negative.In case of the below drawing, P is on the right side for A-B , P->A-B is negative.Int. P -> A Distance between Int. P and A. This is positive or negative. If A-Int.P and A-B is are in the same direction, Int.P->A is positive.In case of the below drawing, since A-B and A-Int.P are in the same direction, Int.P->A is negativeInt. P -> B Distance between Int. P and B. This is positive or negative. If B-Int.P and A-B is are in the same direction, Int.P->B is positive.In case of the below drawing, A-B is opposite direction to B-Int.P, Int.P->B is negative.Int.P: Intersection Point P: SOP, Stake Out Point Dev. HIGH Int.P and P is the deviation of the z coordinate.100-+A BPInt. P- +xyABPInt. PzDEV. HIGH
Press [F3] [ADVANCE] to display the ADVANCE screen.Select [1.EQUAL DISTANCE], enter thefollowing screen.Input the divided distance.The divided point's coordinate can be calculated, and displayed.Press the ACCEPT key, the data will be saved, and return to the measure screen.Coordinates will be calculated from A to B in the order of input distance. Refer to the following drawing. 　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　101
　　　　　Select [2.EQUALLY DIVIDE LINE], enter the following screen.Input the divided pieces.The divided point's coordinate can be calculated, and displayed.Press the ACCEPT key, the data will be saved, and return to the measure screen.Coordinates are calculated to be divided by the number you put from A to BRefer to the following drawing.Example: Divide into 4 parts averagely102Calculated PointInput DistanceB A
　　　　　　8.3 Point to Arc Press [F4] [FUNCTION] of the LinertecExpress screen to view the“LINERTEC FUNCTION” screen. Select STATION and press［ENT］ or [select] to view the “STATION” screen.Select 3. POINT TO ARC and press [ENT] to viewPOINT TO ARC screen.Set Station Point (SP), Target Point (P) and anarbitrary circle, then obtain the distance from point Pto the arbitrary circle.SOP->ARC the distance from Target Point (P) to the circleWhen radius is 0, the figures of the distance between SOP and ARC is shown as a positive (+)figure. When point P is outside the circle, the figures of the distance between SOP and ARC is shown as a positive (+) figure. 103Calculated PointB A P O+ARC
When point P is inside the circle, the figures of the distance between SOP and ARC is shown as a negative (-) figure8.3.1 Three point Input three points to make a circle, obtain the distance from the Stake Out Point to the circumference.104Stake Out Point : PStation PointP1P2P3OPO-ARC ARC
Select 1. THREE POINT and press [ENT] to view the STATION POINT SETUP screen. Open the PN, X, Y, Z, IH and PC input window and input each. Save the data by pressing [F1] [SAVE].Press [ESC] to view STATION POINT H.ANGLESETUP screen.Input the H. angle by pressing [F2] [INPUT], [F3] [0SET] and [F4] [HOLD] or Backsight Coordinatesby pressing [F5] [BSP].Press [F5] [BSP] to enter Multiple Orientation. For more details, refer to “11.1.4 Multiple Orientation”.After you finish sighting the reference point, press [ENT] to go to the next screen.Input three coordinates points on each screen of P1, P2 and P3 to make a circle. The procedure of inputting the points is the same asthat of STATION POINT SETUP . 105
After you are finished with the input, press [F1] [SAVE] or [F5] [ACCEPT] to display the measurement screen.Sight the target, Press [F1] [MEAS] to measure thedistance. From the measurement results, the distancefrom the target to the circumference is displayed. Press [F3] [P. ARC] to enter “Parallel dist” screen.In circle A, an already-known circle, circle B, and circleC are in a Parallel Arc with circle A.When the input value is "+", Parallel Arc of circle A iscircle B. When the input value is "-", Parallel Arc of circle A iscircle C. Press [ACCEPT] to return to SOP->ARC screen.106CAB
8.3.2 Circle radius Input center coordinate of the circle and radius to make a circle, then obtain the distance from the Stake Out Point to the circumference.Select“2.CIRCLE RADIUS”,Press [ENT] toview“STATION POINT SETTING” screen. Open the PN, X, Y, Z, IH and PC input window andinput each. Save the data by pressing [F1] [SAVE].Press [ENT] to view STATION POINT H.ANGLE SETUP screen.Input the H. angle by pressing [F2] [INPUT], [F3] [0SET] and [F4] [HOLD] or Backsight Coordinatesby pressing [F5] [BSP].Aim at the reference point, then press [ENT] to enter Multiple Orientation. For more details, refer to “11.1.4 Multiple Orientation”.107Stake Out Point : PStation PointRadiusCP
After you finish sighting the reference point, press [ENT] to go to next screen.Input coordinates of the center point and radius to make a circle. After you are finished with input, press [ENT] todisplay the measurement screen.Sight the target, Press [F1] [MEAS] to measure the distance. From the measurement results, the distance from the target to the circumference willbe displayed. Pressing [F3] [P.ARC] enables you tomake the same operation of “8.3.1 Three points”.108
9. FILE MANAGER The Data storage memory status, Creating a new Job Name and theSelection and Deletion of a Job Name is executed by this function. From the LinertecExpress screen, press [F1] [FILE] toview the FILE LIST screen. 9.1 Information of the remaining memory availability Press [ENT] to view INFORMATION screen. The remaining memory availability and a JOB Name LINERTEC are viewed on the screen. The Job name “LINERTEC” and “COGOPoint” are a default setting. NOTE: Data being used in COGO will be updated in “COGOPoint” file from time to time. For more details, refer to “8.1 COGO”9.2 Creation of a new Job Press [F5] CREATE key to view the JOB NAMEINPUT screen. The Job Name input method can be selected by the“Input method selection” of the “Preference”.This is the “10 KEY SYSTEM” input selection. • If a new Job is created, the new data is storedin this new Job. 109
9.3 Selection of a Job Name Select 3. SELECT by pressing the down arrowkey. 9.4 Deletion of a Job NameIf TOKYO is selected, deletion confirmation screenis viewed. Select [F1] DELETE..Press [ENT] to delete or [ESC] to abort.9.5 All ClearSelect [F1] Clear. All Clear by pressing the downarrow key. Press [ENT] to view its screen. Warning: When [CLEAR] is pushed, all Job Files are deleted. NOTE: - Creating several new JOB Files and writing-in or rewriting data on the same JOB Files repeatedly may cause the time of writing-in and rewriting of the data to beslower. - Saving data when the memory capacity is almost full, and then deleting some JOB Files in order to secure open memory capacity, may cause the time of writing-in andrewriting the data to be slower. - In case the time of writing-in or rewriting the data becomes slower, send the necessary data to PC for backup, then enter ‘All Clear’ in FILE MANAGER. The above procedure will format the inside memory automatically and improve the time of writing-in and rewriting the data. Beware that all JOB Files will be deleted. 110
10. VIEW AND EDITEditing of the stored data is possible by this Function. Three menu items are available: • EDIT THE RECT. DATA ：Edit recorded Rect. Data. • EDIT THE POLAR DATA ：Edit recorded Polar Data • POINT CODE LIST ：Create and edit PointCodeListFor more details of PointCodeList, refer to “Point Code”From the LinertecExpress screen, press [F4] to view itsscreen. Press down and up arrow key to select “10.VIEW & EDIT” or press “10” to enter the screendirectly.。 10.1 Create the Rectangular Point Select 1. EDIT THE RECT. DATA and press [ENT] toview the RECT. DATA EDIT screen. 111
Input the PN, X, Y, Z and PC. Press [ENT] to save them.Press [F2] [LIST] to view the saved points.The first line of the screen shows now displayedpoint and the total number of points. Press [F1] [DELETE] to delete your desired point. Press [F2] [FIND PN] to find your desired point bythe PN input. NOTE: For more details on research function, refer to “4.1.2 Coordinates, X, Y, Z, IH and PCinput”10.2 Edit the Data [Edit the Rect. Data] Select 1. EDIT THE RECT. DATA and press [ENT]to view the RECT. DATA EDIT screen. Your desired points are deleted and found as described above. After selecting desired point with arrow key, press [ENT] to view the RECT. DATA EDIT screen to edit.[Polar Data] Select 2. EDIT THE POLAR DATA and press[ENT] to view the POLAR. DATA EDIT screen. 112
Your desired points are deleted and found as described above. After selecting desired point with arrow key, press [ENT] to view the POLAR. DATA EDIT screen to edit.10.3 Point Code ListSelect 3. POINT CODE LIST and press [ENT] toview the POINT CODE LIST screen. 10.3.1 Point CodeThe PC, Point Code can be used for adding your desired attributes to Rect. and Polar data. If Point Codes are stored under the job named "PointCodeList", you can easily select one of the Point Codes from the list or edit one of them after pressing [ENT]. Please note, that Point Codes, which are saved in another job can not be referred to as a list. PointCodeList： Making “PointCodeList”: PointCodeList can be created by using function of “5.4.1 Point Code List”Use this function to create, edit and add PointCodeList.Importing “PointCodeList” file: PointCodeList can be used after importing it from external devices. After importing, it is stored in the internal memory of the instrument. To store user defined ”PointCodeList”, please carry out following procedure.Preparing “PointCodeList” file: Make a “PointCodeList.csv” file with reference to a sample “PointCodeList.csv” file that is contained in the “LTS-200 Supplement Disk” for the format. 113
Please note, that the newly entered PointCode on the instrument is not added to the PointCodeList that is stored in the memory. In this case, edit “PointCodeList.csv” separately. Contents of“PointCodeList.csv”:1,,PointCodeList,31,,1,ABC,,,,31,,2,DEF,,,,31,,3,GHI,,,,31,,4,JKL,,,,31,,5,MNO,,,,31,,6,PQR,,,,31,,7,STU,,,,31,,8,VW,,,,31,,9,XYZ,,,,Format of the “PointCodeList” file　 Field 1 Field 2 Field 3 Field 4 Field 5 Field 6 Field 7Description Record Type No. Name Description 　 　 　Ex. Line 1 1, , PointCodeList, , 　 　 　　 Job record Job No.(N/A) Job Name(Fixed for“PointCodeList”.)　 　 　 　Ex. Line 2 31, , 1, ABC, , , ,　 Coord. data record Point No.(N/A)Point Name (Should not be duplicated andmax. 15characters.)Point Code(Max. 15 characters.)　 　 　114
10.3.2 PointCode CreatePress [ENT] to view the PointCode Create screen. Press [ENT] to view and input the PC.After input, press [F1] [SAVE] to save the values.10.3.3 PointCode Edit Select 2. PointCode Edit and press [ENT] to viewthe PointCodeList screen. Select the PointCode you wish to edit and Press [ENT] to display PC screen , then editthe PointCode.115
11. FREE STATIONING The Station Point Coordinates are calculated from the different known points. To gain the Coordinates, at least two H. angles and one distance or three H. angles are required. If not so, the error message of “Not enough data to Calculate! 2 angles and 1 distance, 3 angles are required” appears. First, input the height of the instrument (IH). 11.1 Station setup [By Rectangular Coordinates] Press [F4] [FUNCTION] of the LinertecExpress to view the “LINERTEC FUNCTION” screen.Select［STATION］and press [ENT] or［SELECT］ to view the STATION screen.Select 1.RECTANGULAR COORD. and press[ENT] to view the IH screen. 116Point 1 CoordinateStation Point CoordinatePoint 2 CoordinatePoint 3 CoordinatePoint 4 CoordinateIH
Press［ENT］to view 1.X， 2.Y， 3.Z， 4.PN ，5.PC.11.1.1 Coordinates, X, Y, Z, IH, and PC input It goes to 1. X coordinate automatically. Press [ENT] to view the X coordinate input screen. Input your desired X coordinate value by pressingkeys. Y coordinate: Press [ENT] to view the Y coordinate input screen.Input your desired Y coordinate value by pressing keys.Z coordinate: Press [ENT] to view the Z coordinate input screen.Input your desired Z coordinate value by pressingkeys.PN, Point Code: Press [ENT] to view and input thePN, PC screen.If Point Code exists, you can easily select it from thelist. For using PointCodeList, please refer to “10.3.1Point Code”. 117
After pressing [ENT], you can edit Point Code data. Input your desired PC name by pressing keys, and press [ENT] to view next screen. 11.1.2 Point selection from the list Inputting coordinate information can be done manually and also by calling known points. Press [F2] [LIST] on STATION POINT SETUPscreen to display POINT SELECTION FROM THELIST screen. • [DELETE] KeyTo delete the points being displayedPress [F1] [DELETE] to display POINT DELETION screen. Press [ENT] to delete the selected point from job file. Press [ESC] to return STATION POINT SETUP.• [OTHER] KeyTo select the Job File to be listed Press [F5] [OTHER] to display JOB LIST SEARCH screen, then select the Job File. • [FIND PN] KeyTo search PN from key word Press [F2] [FIND PN] to display PN input screen,then input key word. 118
NOTE: Searching a point by adding “* ” to the initial of the key word enables you to list point data with PN including a string after “*”For instance, if you need to search a point including “P1” in PN, input “*P1” in the key word, then press [ENT]. Select the point from the list. Press [ENT] to display the point that matches thekey word. • [ 　] / [　 ] KEYTo switch to the point to be displayed. When the point you want is displayed, press [ENT] to finalize input.119
11.1.3 Station Orientation Press the [F5] [ACCEPT] to view the STATIONPOINT H.ANGLE SETUP screen.Please note, that the rotation of the “H.angle” depends on the rotation setting of “Coordinate axis definition”. Input the H.angle by pressing [F2] [INPUT], [F3] [0SET] and [F4] [HOLD] or Reference Point Coordinates by pressing [F5] [BSP]. • [INPUT] KeyEnter any horizontal angle.Press [ENT] to view the BSP SETUP screen.• [BSP] KeyThe Back Sight Point information is obtained.Press [ENT] to finalize input. Press [ENT] or [F5] [ACCEPT] to view the AIMAT THE REFERENCE POINT screen. Press [F5] [ENT] to finalize BSP.Press [F1] [ESC] to redo input.If you want to make measure to checkthe point to be aimed, press [F3] [MEAS] to display MEASURE screen. Press [F3] [MEAS] to make the distancemeasurement. DESIGN DISPLAY screenappears when the distance measurement is done. Compare design value with measured value.When “PREFERENCE” of “5.12 BOTH FACES MEAS” is on, measure the distance at thenormal and reverse position. 120
The measured value to be displayed is the average of measured values measured in normal and reverse position.11.1.4 Multiple OrientationAim at the reference point , then press [ENT] to enter Multiple Orientation. Pressing [F1] [NO] of “ADD Ref. Point screenimmediately takes you to STATION screen. Pressing [F5] [OK] goes to BSP SETUP screen. The same procedure as mentioned in “11.2.3Station Orientation” will proceed.Press [F3] [MEAS] to go to BSP CONFIRM.Pressing [F5] [ENT] takes you to DESIGNDISPLAYDesigned Data: the present angle according to thefirst orientation.Calculated Data: the calculated data according tothe second orientation.Average: the average value of designed data andcalculated data.ESC: The present angle doesn't change.ENT: The present angle is changed to the calculated data.121
11.2 Station setup [By Polar Coordinates] The same Point Name of the plural polar points can be saved. Press [F4] [FUNCTION] of the LinertecExpress screen to view the “LINERTEC FUNCTION” screen.Select［STATION］and press [ENT] or［SELECT］ to view the STATION screen. Select 2. POLAR COORD. and press [ENT] to viewthe STATION POINT SETUP screen.The [ ] / [ ] mark is used to scroll up / down. 11.2.1 Point Name input Select 1.PN to display PN input screen.Input PN value. Press [ENT].11.2.2 IH, TEMP, PRESS, ppm and PC input Input IH value. Press [ENT]. Input the PC. Press [ENT] to view and input the PC, Point Code,screen. If Point Code exists, you can easily select it from thelist or edit one of them after pressing [ENT].For using Point Code List, please refer to “10.3.1 Point Code”. 122
Whichever you select PROCESS TYPE or STRUCTURE TYPE, Pressing [SAVE] or [ACCEPT] proceeds to next screenInput the TEMP value. Press [ENT].Input the PRESS value. Press [ENT]. Input ppm value. Press [ENT]. TEMP, PRESS and ppm input depend on the “Initial setting 1” (ATM INPUT, ppm INPUT, NIL).11.2.3 Station Orientation Press the [F5] [ACCEPT] to view the STATIONPOINT H. ANGLE SETUP screen. Input your desired H.angle. • ［ F2］[INPUT] Key Input your desired H.angle. Please note, that the rotation of the “H.angle”depends on the rotation setting of “Coordinate axis definition”. • ［F3］［0 SET］KeyPress this Key twice to 0 set the H. Angle. • ［F4］［HOLD］KeyPress this Key twice to hold the current H. Angle.• [INVERS] key 123
If you want to calculate direction angle, Press [F5][INVERS] to jump to INVERSE function. Input SP as Station Point, EP as Back Sight Point Result angle is set here automatically by pressing[ENT] at RESULT OF INVERSE screen. Press [ENT] after aiming back sight point. Aim at the reference point, then press [ENT] to entermultiple orientation. For more details, refer to “11.1.4 Multiple Orientation”. After the multipleorientation is completed, the screen moves toMEASURE screen. 11.3 FREE STATIONING 11.3.1 Stationing by more than 3 known points4 known points stationing (For example) Press 3. FREE STATION of the LinertecExpressscreen, and press [ENT] to view the IH input screen.Input the IH value. Aim at Point 1. Press [ENT] to view the KNOWN POINTCOORD.SETUP screen. Press [ENT] to open the PN, X, Y, Z and PH inputwindow and input each. Then, press [F5] [ACCEPT] to view the MEASUREscreen. Press [ENT] to view the ADD/CALC. SELECTIONMENU screen. (Measuring is not needed. Just press [ENT].)124
Press the [F1] [ADD] to view the KNOWN POINTCOORD. SETUP screen. Aim at Point 2, 3 and 4. In the same manner, input the values of Point 2, 3and 4.[F3] [P2 MEAS] button appears on 3rd point ofADD/CALC.SELECTION MENU screen.For precise measurement, carry out [F3] [P2 MEAS]to calculate at least two multiplicative.After pressing [F3] [P2 MEAS], measure thedistance of 2nd point. With this function you can obtain the most probable value of the angle of three points: after measuringthe distance of 3rd point, measure the 2nd point again.After the measurement, press [ENT] to go to RESULT COORD. OF STATIONING screen. The most probable value is calculated based on the station point coordinate.After entering values of PN4, press [ENT] twice toview the MEASURE and ADD/CALC SELECTION MENU. Press the [F5] [CALC] to view the RESULT COORD. OF STATIONING screen. The Station Coordinates are displayed. Result coordinates of free stationing can be saved 125
for Station setup after pressing [F5] [ACCEPT]. Horizontal angle of the result coordinates will be affected to the Station Point for measuring. 11.3.2 Stationing by two known points(One point must be measured at least to gain theStation Coordinates.) Press 3. FREE STATION of the LinertecExpressscreen, and press [ENT] to view the IH input screen.Input the IH value. Aim at the Point 1. Press [ENT] to open the PN, X, Y, Z, PH and PCinput window and input each value. Then, press [F5] [ACCEPT] to view the MEASUREscreen.Press[F1]［MEASURE］to measure.126DEVIATIONS OF THE POINT: Four points or more are needed to view this. Press [ENT] to view the DEVIATIONS OF THE POINT screen. The deviations of X, Y and Z coordinate of each point are displayed. For each point, you can decide if you want to accept or reject the point. PN: Current Point Number dX: Deviation on the X value dY: Deviation on the Y value dZ: Deviation on the Z value点位 差误
Press [ENT] to view the ADD/CALC. SELECTIONMENU screen.Press [F1] [ADD] to view the KNOWN POINTCOORD. SETUP screen. In the same manner, aim at the Point 2. Press [ENT] to open the PN, X, Y, Z, PH and PCinput window and input each value.Then, press [ENT] or [F5] [ACCEPT] to view theMEASURE screen. Press the [F1] [MEAS] to measure the distance.Press [ENT] to view the ADD/CALC. SELECTIONMENU screen. Press [ENT] to view the RESULT COORD. OFSTATIONING. Press [F5] [CALC]to view the RESULT COORD.OF STATIONING. The Station Coordinates are displayed. Resultcoordinates of free stationing can be saved for Station setup after pressing [F5] [ACCEPT]. Horizontal angle of the result coordinates will be affected to the Station Point for measuring.127
Press [F4] [COMPARE] to view the RESULT COORD. OF STATIONING screen.NOTE: As illustrated in Fig. 1, it is optimal to choose the known points P1 and P3. The instrument should be set up in such a manner so that the angle between P1 and P3 becomes 90°. The distances S1 and S2 should be similar.The accuracy of a calculation result depends on the following: 1) The inner angle between known points is extremely small. See P1 and P2 on above Fig. 1.2) The inner angle between known points is extremely large.See P4 and P6 on above Fig. 1. 3) The distance from a new point to a known point is extremely short or extremely long. 4) A new point (station point) and three or more known points are arranged on the same circumference. See above Fig. 2.When searching for a new point by free stationing and surveying by installing an instrument in the point, accuracy may not be stabilized compared with the case where an instrument is installed on a known point. In field work which needs a high-precision survey, we cannot recommend this method. 128P1P3New pointP4 P5P6P2P1S1 S290 ﾟFIG 1 FIG 2New pointP2P3

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