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隧道建设(中英文) ›› 2007, Vol. 27 ›› Issue (3): 84-87.DOI: B

• 施工技术 • 上一篇    下一篇

城市地铁旋喷桩施工技术

梁云生   

  1. 中铁隧道集团二处有限公司
  • 收稿日期:2007-03-28 修回日期:2007-06-18 出版日期:2007-06-20 发布日期:2009-12-04
  • 作者简介:梁云生(1972-)| 男| 吉林农安人|1995年毕业于西南交通大学隧道及地下工程专业|大专|工程师|现从事地铁、市政工程施工。

Construction Technology of Jet Grouting
Piles Applied in Urban Metro Works

 LIANG Yun-Sheng   

  1. The Second Engineering Co., Ltd. of China Railway Tunnel Group
  • Received:2007-03-28 Revised:2007-06-18 Online:2007-06-20 Published:2009-12-04

摘要:

介绍了北京地铁五号线某区间暗挖隧道在富水饱和土体中施工时,在隧道地面两侧施做竖向旋喷桩,形成隔水桩墙,结合洞内施做水平旋喷桩形成隔水围幕,最终达到了“改良地层,控制变形;形成隔离,抑制水患;综合治理,保障安全”的目的。

Abstract:

During the construction of a running tunnel on Line 5 of Beijing Metro located in waterrich saturated ground, vertical jet grouting piles are installed on both sides of the tunnel from the ground surface to create waterstopping pile walls and horizontal jet grouting piles are installed from inside the tunnel to create waterstopping curtains so as to consolidate the ground and control the deformation, to create water barriers and eliminate the water risks and to take comprehensive countermeasures and guarantee the construction safety. The construction technology of the described jet grouting piles is presented in the paper.

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