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隧道建设(中英文) ›› 2010, Vol. 30 ›› Issue (5): 513-517.

• 研究与探索 • 上一篇    下一篇

北京地铁区间大盾构先行浅埋暗挖法扩挖车站致险因素与对策

高爱林, 金淮   

  1. 北京城建勘测设计研究院有限责任公司, 北京100101
  • 收稿日期:2010-06-26 修回日期:2010-09-12 出版日期:2010-10-15 发布日期:2010-10-27
  • 作者简介:高爱林(1980—),男,河北人,2006年毕业于中国矿业大学(北京)大地测量学与测量工程专业,硕士研究生,工程师,从事岩土工程监测工作。

Risk Factors and Countermeasures for Metro Stations Constructed by
Enlarging Shieldbored Tunnels

GAO  Ai-Lin, JIN  Huai   

  1. Beijing Urban Construction Exploration, Survey, Design & Research Institute Co., Ltd., Beijng  100101, China
  • Received:2010-06-26 Revised:2010-09-12 Online:2010-10-15 Published:2010-10-27

摘要:

针对北京某盾构扩挖车站的初步设计,结合车站周边环境、工程地质、水文地质条件、工程开挖步序、结构自身受力转换等,分析了施工中可能存在的致险因素;并针对性地提出了风险处理对策,从施工关键部位、关键施工工序等方面,分析了监控量测实施重点,为今后类似工程在风险分析及管控方面起到了一定借鉴作用。

关键词: 盾构扩挖法, 地铁车站, 致险因素, 风险管控

Abstract:

The risk factors for the construction of a Metro station built by enlarging the shieldbored tunnel are analyzed on basis of the preliminary design, surrounding environment, engineering geological conditions, hydrological conditions, excavation procedure and structural stress redistribution of the Metro station. Then, countermeasures are proposed. In addition, the key points of monitoring measurement for critical construction positions and critical construction procedures are analyzed. This paper can provide reference for the risk analysis and control of similar projects in the future.

Key words: enlarging of shieldbored tunnel, Metro station, risk factor, risk control