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莱卡全站仪通讯指令.pdf

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    Leica TPS1200 GeoCOM Getting Started Manual Version 1.0 English
    TPS1200 GSI to GeoCOM Conversion Table This document is meant as an introduction for users who used the GSI-online protocol in the past, which is not supported by TPS1200 instruments anymore. For details about GeoCOM and detailed descriptions of GeoCOM commands please refer to the latest version of the TPS1200 GeoCOM man- ual. GeoCOM offers a high level of flexibility in designing software to communicate with the instrument, thus allowing any number of customized applications (off-board) and hardware configurations. GeoCOM supports three kinds of usage: an ASCII protocol and two high level functions: C++ and VBA. The following explanations only concern the ASCII protocol. Basics A GeoCOM command always starts with “%R1Q,” followed by the identification number of the com- mand (example: 17017 for “measure distance & angle”). After a colon the parameters follow (for the command 17017 - the “distance mode” – e.g.: 2 for default measurement program). Note that most parameters are defined in the beginning of the according chapter in the GeoCOM manual. At the end CR/LF has to be sent as a terminator string. For every command an ASCII reply is sent by the instrument starting with “R1P,” followed by Return Codes and Parameters that depend on the ASCII request sent. Communication Parameters In order to make the communication work correctly the communication parameters of the computer (or data logger) and the instrument must be aligned and the GeoCOM mode on the instrument must be enabled. On the TPS1200 activate GeoCOM mode by enabling the “GeoCOM mode” port in the CONFIGURE- Interfaces panel. In order to view or change the communication settings you must edit the device. Default Settings (device: “RS232 GeoCOM”) are: BaudRate: 19200 Parity: None Data Bits: 8 Stop Bit: 1 Units In general units for distances are in Meter and angular values are always in Radians. Unit settings configured at the instrument do not have any influence on the GeoCOM protocol. The units of all pa- rameters used by a certain command are specified in the description of the commands in the Geo- COM manual Protected Commands Certain GeoCOM commands are protected by a license key. If no license key for the “GeoCOM Ro- botics Option” is loaded onto the instruments all GeoCOM commands starting with “AUT_” cannot be used. 2
    GSI-online GeoCOM conversion tables The following tables list GSI online commands supported by the TPS1000/1100 and the according GeoCOM commands that can be used as a replacement for TPS1200. SET GeoCOM command FUNCTION 95 161 173 CONF 161 170 173 182 ASCII Request 0 1 0 1 2 4 5 6 7 9 11 12 0 1 AutoOFF off AutoOFF on EDM Mode IR Std EDM Mode IR Fast EDM Mode IR Average EDM Mode IR Trk EDM Mode IR Trk EDM Mode LO Std EDM Mode RL Std EDM Mode RL Trk EDM Mode LO Avg EDM Mode RL Avg Compensator off Compensator on SUP_SetConfig TMC_SetEdmMode TMC_SetInclineSwitch %R1Q,14002:1,0,600000 %R1Q,14002:1,2,600000 %R1Q,17019:0 %R1Q,17019:1 %R1Q,17019:7 %R1Q,17019:4 %R1Q,17019:5 %R1Q,17019:2 %R1Q,17019:3 %R1Q,17019:6 %R1Q,17019:8 %R1Q,17019:9 %R1Q,2006:0 %R1Q,2006:1 FUNCTION EDM Mode Current face Compensator Software Version RESPO NSE 0 1 2 4 5 6 7 9 11 12 0 1 0 1 CONFIGURATI GeoCOM command ON IR Std IR Fast IR Avg IR Trk IR Trk LO Std RL Std RL Trk LO Avg RL Avg Face I FaceII Off On Version TMC_GetEdmMode TMC_GetFace TMC_GetInclineSwitch CSV_GetSWVersion2 ASCII ASCII Request Response %R1Q,17018: %R1P,0,0:0,0 %R1P,0,0:0,1 %R1P,0,0:0,7 %R1P,0,0:0,4 %R1P,0,0:0,4 %R1P,0,0:0,2 %R1P,0,0:0,3 %R1P,0,0:0,6 %R1P,0,0:0,8 %R1P,0,0:0,9 %R1P,0,0:0,0 %R1Q,2026: %R1P,0,0:0,1 %R1P,0,0:0,0 %R1Q,2007: %R1P,0,0:0,1 %R1Q,5034: %R1P,0,0:0,v,v, 3
    PUT FUNCTION GeoCOM command Hz Angle Prism Constant Station Easting Station Northing Station Elevation Reflector Height Instrument Height TMC_SetOrientation TMC_SetPrismCorr TMC_SetStation TMC_SetStation TMC_SetStation TMC_SetHeight TMC_SetStation 21 58 84 85 86 87 88 GET FUNCTION GeoCOM command ASCII Request %R1Q,2113 :HzOrientation %R1Q,2024:PrismCorr %R1Q,2010:E0,N0,H0,Hi %R1Q,2010:E0,N0,H0,Hi %R1Q,2010:E0,N0,H0,Hi %R1Q,2012:Height %R1Q,2010:E0,N0,H0,Hi CSV_GetInstrumentNo CSV_GetInstrumentNa me CSV_GetDateTIme ASCII Request %R1Q,5003: %R1Q,5004: %R1Q,5008: %R1Q,2107: %R1Q,17017:2 %R1Q,2107: %R1Q,17017:2 %R1Q,2107: %R1Q,17017:2 TMC_GetSimpleMea BAP_MeasDistAngle TMC_GetSimpleMea BAP_MeasDistAngle TMC_GetSimple Mea BAP_MeasDistAngle TMC_GetSlopeDistCorr %R1Q,2126: TMC_GetPrismCorr %R1Q,2023: TMC_GetSlopeDistCorr %R1Q,2126: TMC_DoMeasure %R1Q,2008:1 %R1Q,2116: TMC_GetSimpleCoordin ate TMC_DoMeasure TMC_GetSimpleCoordin ate TMC_DoMeasure TMC_GetSimpleCoordin ate TMC_GetStation TMC_GetStation TMC_GetStation TMC_GetHeight TMC_GetStation %R1Q,2009: %R1Q,2009: %R1Q,2009: %R1Q,2011: %R1Q,2009: %R1Q,2008:1 %R1Q,2116: %R1Q,2008:1 %R1Q,2116: Serial Number Instrument Type Time Horizontal Angle Vertical Angle Slope Distance PPM / mm Prism constant PPM Target Easting Target Northing Target Elevation Station Easting Station Northing Station Height Reflector Height Instrument Height 12 13 19 I/21 M/22 I/22 M/22 I/31 M/31 51 58 59 I/81 I/82 I/83 84 85 86 87 88 ASCII Response %R1P,0,0:0, SerialNo %R1P,0,0:0,Name %R1P,0,0:0,Year],Month,Day,Hour,Minute ,Second %R1P,0,0:0,Hz,V,SlopeDistance %R1P,0,0:0, dHz, dV, dDist,DistMode %R1P,0,0:0,Hz,V,SlopeDistance %R1P,0,0:0, dHz, dV, dDist,DistMode %R1P,0,0:0,Hz,V,SlopeDistance %R1P,0,0:0, dHz, dV, dDist,DistMode %R1P,0,0:0,total_Ppm,PrismCorr %R1P,0,0:0,PrismCorr %R1P,0,0:0,total_Ppm,PrismCorr %R1P,0,0:0 %R1P,0,0:0,E,N,H %R1P,0,0:0 %R1P,0,0:0,E,N,H %R1P,0,0:0 %R1P,0,0:0,E,N,H %R1P,0,0:0,E0,N0,H0,Hi %R1P,0,0:0,E0,N0,H0,Hi %R1P,0,0:0,E0,N0,H0,Hi %R1P,0,0:0,Height %R1P,0,0:0,E0,N0,H0,Hi 4
    Telescope Positioning Command CFACE Posit/A/Hz/V Posit/R/dHz/dV FUNCTION GeoCOM command ASCII Request Change Face Absolute Telescope Positioning Relative Telescope Positioning AUT_ChangeFace AUT_MakePositioning %R1Q,9027:Hz,V %R1Q,9028: MOT_Posit %R1Q,6007:dHz,dV Posit/S/Hz_Area/V_Area Prism Search AUT_Search %R1Q,9029:Hz_Area,V_Area,0 5
    Whether you want to survey a parcel of land or objects on a construction site, determine measured points on facades or in rooms, gather the coordinates of a bridge or a tunnel– Leica Geosystems’ surveying instruments provide the right solution for every application. They unite reliable results with easy operation and user-friendly applications. They are designed to meet your specific requirements. Modern technology enables you to work fast and productively, thanks to the straightforward and clearly structured range of functions. When it has to be right. Illustrations, descriptions and technical data are subject to change without notice. Printed in Switzerland – Copyright Leica Geosystems AG, 2006 754954-1.0.1en Leica Geosystems AG Heinrich Wild Strasse CH-9435 Heerbrugg Switzerland Phone +41 71 727 31 31 www.leica-geosystems.com
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