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施工技术

象山隧道帷幕注浆快速施工技术探讨

  • 易凯 ,
  • 张迎华
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  • (1.中铁隧道集团科研所|河南 洛阳 471009;2. 武警交通一总队|成都 610041)
易凯(1984—)|男|湖南长沙人|2006年毕业于中南大学土木工程专业|本科|助理工程师|从事隧道与地下工程科研与施工管理工作。

收稿日期: 2009-07-24

  修回日期: 2010-01-08

  网络出版日期: 2010-05-11

Discussion on Rapid Curtain Grouting Technology in Xiangshan Tunnel

  • YI Kai ,
  • ZHANG Ying-Hua
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  • (1. Scientific Research Institute of China Railway Tunnel Group, Luoyang 471009, Henan, China;2. No. 1 General Branch of Armed Police Communications Engineering Troops| Chengdu 610041, China)

Received date: 2009-07-24

  Revised date: 2010-01-08

  Online published: 2010-05-11

摘要

以象山隧道3#斜井工区正洞帷幕注浆施工为例,对比3个不同地质段的帷幕注浆施工情况,对全断面帷幕注浆、周边帷幕注浆、局部帷幕注浆3种不同的注浆方案进行探讨,分析不同水文地质条件下注浆方式的选择对施工进度的影响,寻找最优的注浆方案,优化注浆施工和施工组织技术,达到控制成本,缩短工期的目的。

本文引用格式

易凯 , 张迎华 . 象山隧道帷幕注浆快速施工技术探讨[J]. 隧道建设, 2010 , 30(1) : 78 -83 . DOI: B

Abstract

The curtain grouting constructions in 3 different hydrogeological sections of the main tunnel in No. 3 inclined shaft work lot of Xiangshan tunnel are compared. Three different grouting schemes, i.e., fullface curtain grouting, surrounding curtain grouting and local curtain grouting, are discussed. The influence of different grouting schemes on the construction efficiency under different hydrogeological conditions is analyzed. Optimal grouting schemes are determined, the grouting technology and the construction organization technology are optimized, which achieves better controlled construction cost and reduced construction period.

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