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隧道建设(中英文) ›› 2010, Vol. 30 ›› Issue (S1): 429-432.

• 施工技术 • 上一篇    下一篇

狮子洋隧道地下连续墙施工技术

何聪志   

  1. 铁四院(湖北)工程监理咨询有限公司, 武汉430063
  • 收稿日期:2010-04-06 修回日期:2010-07-11 出版日期:2010-08-14 发布日期:2010-08-25
  • 作者简介:何聪志(1982—),男,湖北人, 2006年毕业于武汉理工大学交通工程专业,本科,助理工程师,从事监理工作。

Diaphragm Wall Construction Technology Applied in
Construction of Shiziyang Tunnel

HE  Cong-Zhi   

  1. (Hubei) Project Management and Consulting Company, the Forth Railway Design Institute,Wuhan 430063
  • Received:2010-04-06 Revised:2010-07-11 Online:2010-08-14 Published:2010-08-25

摘要:

狮子洋隧道的地下连续墙大部分处于砂层和淤泥质地层中,为了防止槽壁坍塌,通过在实践中的摸索与总结,找到合适性能指标的泥浆。1000mm厚的地下连续墙入岩深度较大,为了提高了成槽效率,采用液压抓斗成槽机与冲桩机结合的施工方案,效果明显。

关键词: 入岩地下连续墙, 泥浆护壁, 成槽效率

Abstract:

The most part of the diaphragm walls of Shiziyang tunnel is located in sand and silt layers. In order to prevent the trench wall from collapse, slurry with suitable performance index is adopted after exploration and summary in the practice. In order to improve the trench construction efficiency, trench cutters with hydraulic claw buckets and pile drivers are used for the construction of the 1000mmthick diaphragm walls, which are deeply socked in rock. Good results have been achieved in the construction.

Key words: rocksocked diaphragm wall, slurry wall, trench construction efficiency