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自动全站仪隧道围岩变形非接触监测及分析预报系统研究
引用本文:杨松林,刘维宁,王梦恕,黄方,崔年治.自动全站仪隧道围岩变形非接触监测及分析预报系统研究[J].铁道学报,2004,26(3):93-97.
作者姓名:杨松林  刘维宁  王梦恕  黄方  崔年治
作者单位:北京交通大学,土木建筑工程学院,北京,100044
基金项目:铁道部科技研究开发计划项目(2000G033)
摘    要:论述用自动全站仪结合计算机组成隧道围岩变形量测及分析系统的原理、功能及其开发应用,提出全站仪双站自由设站三维坐标非接触量测、单站独立坐标测线、双站独立坐标测线法等围岩变形量测的理论和方法,并建立相应的数学平差模型,使围岩变形非接触监测具有更好的可靠性和精度。简述全站仪机载软件、数据后处理软件的设计和开发,在机载软件控制下,无需进行对中、量仪高,全站仪可自动完成对目标点的监测,由计算机进行所有的数据处理、回归分析和预报,为隧道施工提供及时的信息反馈。

关 键 词:围岩变形  自动全站仪  非接触监测  数据处理  分析预报
文章编号:1001-8360(2004)03-0093-05
修稿时间:2003年11月6日

Study on the Auto-total Station System for Monitoring Analyzing and Forecasting Tunnel Country Rock Deformation
YANG Song-lin,LIU Wei-ning,WANG Meng-shu,HUANG Fang,CUI Nian-zhi.Study on the Auto-total Station System for Monitoring Analyzing and Forecasting Tunnel Country Rock Deformation[J].Journal of the China railway Society,2004,26(3):93-97.
Authors:YANG Song-lin  LIU Wei-ning  WANG Meng-shu  HUANG Fang  CUI Nian-zhi
Abstract:This paper discusses the principle, function, development and application of the system comprising a total station and a computer for monitoring and analyzing tunnel country rock deformation , presents the new methods of two free stations of 3D measurement, and single station and two free station independent coordinate measuring-lines as well as their concerning mathematic adjustment models. Design and development of the total station software on-board and post data processing software are also described. Under the control of the software on-board , the total station can fulfill all measurements to target points automatically whereas there is no need to center the equipment and measure its height, The monitoring data can be processed by the post software of the computer and the regression analysis and forecasting information of the tunnel country rock deformation can be provided in time for tunnel construction.
Keywords:country rock deformation  total station  non-contact monitoring  data processing  analyzing and forecasting
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