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隧道建设(中英文) ›› 2009, Vol. 29 ›› Issue (5): 569-573,581.DOI: B

• 施工技术 • 上一篇    下一篇

穿黄工程盾构始发井内衬混凝土逆作法施工技术

高军凯1|贺会萍2   

  1. 1.中铁隧道股份有限公司穿黄工程项目部| 河南 温县454865; 2.巩义市伊洛河管理所|河南 巩义451200
  • 收稿日期:2009-07-07 修回日期:2009-09-03 出版日期:2009-11-07 发布日期:2009-12-08
  • 通讯作者: 高军凯(1981—),男,河南林州人,2005年毕业于中南林业科技大学公路与桥梁专业,本科,助理工程师,现从事地下工程施工技术管理工作。
  • 作者简介:高军凯(1981—)|男|河南林州人|2005年毕业于中南林业科技大学公路与桥梁专业|本科|助理工程师|现从事地下工程施工技术管理工作。

Technology of Topdown Construction of Concrete Lining of Shield
Launching Shaft of Yellow River Crossing Tunnel Project

GAO Junkai 1, HE Huiping 2   

  1. 1.Yellow River Crossing Tunnel Project Management Department of China Railway Tunnel Stock Co., Ltd.,
     Wen County 454856, Henan, China|2.Yiluo River Management Institute, Gongyi 451200, Henan, China
  • Received:2009-07-07 Revised:2009-09-03 Online:2009-11-07 Published:2009-12-08

摘要:

南水北调中线一期穿黄工程盾构始发竖井项目是国内迄今为止地连墙厚度最厚、成墙深度最深、开挖深度最大的工程案例。作为典型的超深基坑工程,该工程由于地质条件、荷载条件、施工条件的复杂性,施工难度和风险极大。根据实际情况,采用地下连续墙逆作法辅以监控量测和信息反馈等施工手段,解决了竖井开挖和支护施工带来的一系列结构稳定问题,避免了传统基坑支护方法带来的各种施工风险。结合工程施工情况,阐述了逆作法施工工艺和关键工序及控制要点,同时对施工中出现的问题进行分析并提出了相应的施工对策。

关键词: 南水北调中线穿黄工程, 盾构, 始发井, 内衬混凝土, 逆作法, 施工关键工序

Abstract:

The shield launching shaft of the Yellow River crossing tunnel on the central route of southtonorth water transfer project has the thickest and deepest diaphragm walls in China and is the deepest foundation pit in China. As a typical extradeep foundation pit works, the launching shaft, due to the complex geology conditions, complex loading conditions and complex construction conditions, has great construction difficulties and great risks. Construction technologies, including topdown construction of diaphragm walls, monitoring and information feedback, are adopted on basis of the actual conditions, which successfully solves the structural stability problems caused by shaft sinking and supporting and successfully avoids all the construction risks caused by traditional foundation pit supporting technologies. Topdown construction techniques, key construction processes and key control points are presented in the paper on basis of the construction practice. Furthermore, problems occurring during construction are analyzed and countermeasures are proposed.

Key words:  Yellow River crossing tunnel on central route of southtonorth water transfer project, shield machine, launching shaft, concrete lining, topdown construction method, key construction process

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