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隧道建设(中英文) ›› 2011, Vol. 31 ›› Issue (2): 215-219.

• 规划与设计 • 上一篇    下一篇

排桩支护在软土地层超深基坑中的应用

刘建国   

  1. 苏州轨道交通有限公司, 江苏 苏州 215006
  • 收稿日期:2011-01-14 修回日期:2011-03-17 出版日期:2011-04-20 发布日期:2011-05-11
  • 作者简介:刘建国(1973—),男,甘肃成县人,1998年毕业于石家庄铁道学院铁道工程专业,本科,工程师,现从事城市地铁工程设计与施工管理工作。

Application of Soldier Pile Retaining System in Superdeep Foundation Pit in Soft Soil

LIU Jian-Guo   

  1. Suzhou Rail Transit Co., Ltd., Suzhou 215006, Jiangsu, China
  • Received:2011-01-14 Revised:2011-03-17 Online:2011-04-20 Published:2011-05-11

摘要:

通过金鸡湖A岛中间风井采用钻孔灌注排桩+止水帷幕围护体系的设计与施工实例,分析、研究软土地层超深基坑在复杂环境条件制约下合理的支护结构设计类型,有针对性地分析粉砂地层中旋喷桩与搅拌桩的适用条件和止水效果,同时通过加强施工技术管理等措施,〖JP2〗提高了基坑支护结构及盾构端头井土体加固的安全和可靠性,为盾构顺利过井和施工关键工期提供了有力保障。

关键词: 软土地层, 超深基坑, 排桩支护, 止水帷幕, 旋喷桩, 搅拌桩

Abstract:

"Bored piles + waterstopping curtain" retaining system is applied in the construction of the ventilation shaft on Island A in Jinji Lake. The design of the retaining system applied in the superdeep foundation pit in soft soil under complex environment conditions, as well as the application conditions and waterstopping effect of the jet grouting piles and mixing piles are analyzed. The safety and reliability of the retaining structure of the foundation pit and the reinforcement of the end of the shield launching/arriving shaft are guaranteed. In the end, the shield passes the ventilation shaft successfully.

Key words: soft soil, superdeep foundation pit, soldier pile, watervstopping curtain, jet grouting pile, mixing pile