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隧道建设(中英文) ›› 2009, Vol. 29 ›› Issue (3): 339-341.DOI: B

• 施工技术 • 上一篇    下一篇

玉蒙铁路秀山隧道涌水涌砂地段施工技术

陆记霞1,刘向阳2   

  1. 1.中国铁路工程总公司建设分公司2. 中国铁路工程总公司玉蒙铁路指挥部
  • 收稿日期:2009-03-03 修回日期:2009-04-08 出版日期:2009-06-20 发布日期:2009-09-08
  • 作者简介:陆记霞(1974—)|女|山东嘉祥县人|2005年毕业于石家庄铁道学院土木工程专业|本科|工程师|主要从事工程施工及管理工作。

Construction Techniques for Water and Sand
Gushing Section in Xiushan Tunnel on YuxiMengzi Railway

LU Jixia1, LIU Xiangyang2   

  1. 1.Construction Branch Company, China Railway Engineering Corporation2.YuxiMengzi
     Railway Construction Headquarters, China Railway Engineering Corporation
  • Received:2009-03-03 Revised:2009-04-08 Online:2009-06-20 Published:2009-09-08

摘要:

 以新建铁路昆明至河口线玉(溪)—蒙(自)段秀山隧道平导PDK34+570涌水涌砂为例,探讨隧道在涌水涌砂等复杂地质条件下,以涌砂体加固施作止浆墙、注浆、管棚施作等施工技术,结合超前地质预报和围岩监控量测技术保证隧道安全施工的方法。

关键词:  , 涌水涌砂止浆墙大管棚注浆施工

Abstract:

Taking the water and sand gushing that happened in the construction of PDK34+570 heading of Xiushan tunnel onYuxiMengzi section of newly constructed KunmingHekou railway as an example, the authors discuss the ways to ensure safe tunnel construction in complex strata with water and sand gushing. The study shows that the combination of ground consolidation technology including groutstopping wall, grouting and pipe roof; advance geology predication and monitoring and measurement is a good solution.

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