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隧道建设(中英文) ›› 2006, Vol. 26 ›› Issue (增刊2): 14-18.DOI: B

• 研究与探索 • 上一篇    下一篇

盾构始发井基坑施工监测及分析

李启森,  吴秀国,  张厚美   

  1. 广州盾建地下工程有限公司| 广州510030
  • 收稿日期:2006-10-31 出版日期:2006-12-18 发布日期:2010-01-08
  • 作者简介:李启森(1952-)|男|海南海口人|1981年毕业于广州建总职工大学工业与民用建筑专业|工程师|现从事施工技术及管理工作。

Results of and Analysis on Monitoring for Construction of
Foundation Pits of Shield Machine Launching Shafts

LI Qi-Sen,  Tun-Xiu-Guo,  Zhang-Hou-Mei   

  1. Guangzhou Municipal DunJian Underground Construction Engineering Co., Ltd., Guangzhou 510030, China
  • Received:2006-10-31 Online:2006-12-18 Published:2010-01-08

摘要:

 介绍盾构始发井基坑的施工监测结果及分析。对连续墙变形、支撑轴力、地面沉降、土体变形、地下水位等项目进行了监测,得到了基坑开挖过程连续墙侧向位移、土体侧向位移等的变化情况,并根据监测结果及时调整支撑安装顺序、局部增设临时支撑,从而有效控制了连续墙变形,保证了基坑的稳定。

关键词:  , 盾构始发井 基坑 施工监测 分析

Abstract:

The results of and analysison the monitoring for the construction of a foundation pit of a shield machine launching shaft is presented in the paper. Monitoring is performed for the deformations of the diaphragm walls, the axial forces of the retaining structures, the ground surface subsidence, the ground deformations and the ground water levels, therefore the variations of the lateral displacement of the diaphragm walls and that of the ground occurring during the excavation of the foundation pits are obtained. On basis of the monitoring results, the installation sequence of the retaining structures is timely adjusted and temporary local supports are installed so as to bring the deformation of the diaphragm walls under effective control so that the stability of thefoundation pit can be guaranteed.

Key words: aunching shaft  , foundation pit construction  , monitoring  , analysis

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