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隧道建设(中英文) ›› 2009, Vol. 29 ›› Issue (6): 689-693.DOI: B

• 经验交流 • 上一篇    下一篇

隧道深埋大型充填型溶洞施工技术

代伟, 李贺勇   

  1. 1. 中铁隧道股份公司隧道三公司| 四川 万源636363. 2.中铁隧道集团襄渝康梁项目部|陕西 安康425000
  • 收稿日期:2009-05-13 修回日期:2009-11-23 出版日期:2009-12-20 发布日期:2010-01-06
  • 作者简介:代伟(1971—)|男|重庆璧山人|1993年毕业于洛阳铁路成人中等工程学校|中专|助理工程师|现主要从事隧道与地下工程施工技术与管理工作。

Construction Technology to Cope with Large Scale Deepburied
Fillingtype Karst Caves during Tunnel Construction

DAI Wei, LI He-Yong   

  1. 1. The 3rd Branch of China Railway Tunnel Stock Co., Ltd., Wanyuan 636363, Sichuan, China;
    2. Project Management Department of AnkangLiangjiaba Section on XiangfanChongqing Railway,
    China Railway Tunnel Group, Ankang 425000, Shaanxi, China
  • Received:2009-05-13 Revised:2009-11-23 Online:2009-12-20 Published:2010-01-06

摘要:

以新大巴山隧道溶洞处理为例,根据溶洞的发育特点,简要介绍岩溶的处理方案及桩基加固的施工工艺,从大管棚超前支护,小导管径向注浆,钢管桩及旋喷桩处理等几个方面对大型充填型溶洞处理技术进行探讨,希望能给类似工程处理提供参考。

关键词:  隧道 充填型溶洞 大管棚 , CRD工法 钢管桩 旋喷桩

Abstract:

Taking the treatment of the karst caves encountered during the construction of new Dabashan tunnel as an example, the authors briefly present the treatment scheme for karst caves and the reinforcement method for pile tundations. The authors make further discussion on the treatment technology for large scale fillingtype karst caves in terms of advance reinforcement by large pipe roof, radial grouting through small pipes, steel pipe pile and jet grouting pile. This paper can provide reference for similar projects in the future.

Key words: tunnel  , fillingtype karst cave  , large pipe roof  , CRD method steel pipe pile  , jet grouting pile

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