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隧道建设(中英文) ›› 2013, Vol. 33 ›› Issue (3): 242-246.DOI: 10.3973/j.issn.1672-741X.2013.03.013

• 施工技术 • 上一篇    下一篇

城市地铁深基坑施工渗漏水原因分析与预防

赵云非1, 王晓琳2   

  1. (1.中铁隧道集团有限公司技术中心, 河南 洛阳 471009; 2.洛阳理工学院, 河南 洛阳 471023)
  • 收稿日期:2012-10-17 修回日期:2013-02-06 出版日期:2013-03-20 发布日期:2013-03-23
  • 作者简介:赵云非(1979—),男,吉林德惠人,2004年毕业于石家庄铁道学院土木工程专业,本科,工程师,现从事施工科研工作。

Cause Analysis on and Prevention of Water Seepages during Construction of Deep Foundation Pits of Metro Works in Urban Areas

ZHAO Yunfei1, WANG Xiaolin2   

  1. (1. Technology Center of China Railway Tunnel Group Co., Ltd., Luoyang 471009, Henan, China; 2. Luoyang Institute of Science and Technology, Luoyang 471023, Henan, China)
  • Received:2012-10-17 Revised:2013-02-06 Online:2013-03-20 Published:2013-03-23

摘要:

为了预防和杜绝地铁深基坑渗漏水事故,从水文地质因素、施工因素、水位监测等方面综合分析了渗漏水高发的原因,并着重讨论了深基坑施工中水位监测的作用,提出了水位监测的改进方法和合理的介入时间,并与其他施工相结合,通过综合分析确定渗漏水原因,从而实现早发现早治理,将事故消灭在萌芽之中。

关键词: 城市地铁, 深基坑, 围护结构, 深层承压水, 监测, 渗漏水

Abstract:

Waterseepage is one of the common and dangerous incidents in the construction of deep foundation pits. In the paper, the causes for the waterseepages are studied in terms of hydrogeology, construction methods and water level monitoring. The effect of water level monitoring in the construction of deep foundation pits is emphatically discussed. Improved methods and timing of water level monitoring are proposed. The practice demonstrates that water seepage incidents can be avoided or can be timely coped with by comprehensive analysis on the water seepage risks.

Key words: urban Metro, deep foundation pit, retaining structure, deep confined water, monitoring, water seepage