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隧道建设(中英文) ›› 2006, Vol. 26 ›› Issue (4): 75-77.DOI: B

• 施工技术 • 上一篇    下一篇

GPS技术在盾构隧道下穿管涵监测中的应用

臧延伟, 许恺, 刘建国   

  1. 同济大学道路与交通工程教育部重点实验室
  • 收稿日期:2005-11-22 出版日期:2006-08-20 发布日期:2010-04-21
  • 作者简介:臧延伟(1981-)|男|2004年西南交通大学土木工程专业本科毕业|现就读同济大学道路与铁道工程专业硕士研究生,主要从事地下、岩土工程方面工作。

Application of GPS Technology in Monitoring of Pipe Culvert
beneath which Shielddriven Tunnel is Constructed

CANG Yan-Wei, HU Kai, LIU Jian-Guo   

  1. Key Laboratory of Road and Traffic Engineering |of the Ministry of Education, |Tongji University
  • Received:2005-11-22 Online:2006-08-20 Published:2010-04-21

摘要:

 利用GPS技术进行盾构隧道下穿管涵施工水平变形跟踪监测,为盾构的推进提供水平位移参数,得到管涵受盾构隧道推进引起的水平变形规律;通过现场数据采集提出了影响GPS数据采集质量的因素;通过合理设置2个基准点,解决了测得的位移数据转换到实际需要方向上位移的问题,成功将GPS技术应用在水平位移监测中。

关键词:  , GPS 盾构隧道  , 管涵 监测  , 水平位移

Abstract:

Where a shielddriven tunnel is constructed underneath a pipe culvert, the GPS technology is applied in the horizontal deformation monitoring so as to provide horizontal displacement parameters for the boring of the shield machine, through which the pattern of the horizontal deformation of the pipe culvert resulting from the boring of the shield machine is obtained. On basis of the insitu data collection, the factors that have impact on the data collection quality of the GPS is obtained. By means of installing two suitable benchmark points, the problem of transferring the measured displacement values into displacements in required directions is resolved. Therefore, the GPS technology has been sucessfully applied in the monitoring of the horizontal displacement.

Key words: GPS shielddriven tunnel  , pipe culvert monitoring  , horizontal deformation

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