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施工技术

隧道下穿高粱桥差异沉降控制

  • 张树立 ,
  • 黄明利 ,
  • 徐恒国 ,
  • 张鹏
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  • 北京交通大学土木建筑工程学院| 北京100044
张树立(1982-)|男|2005年毕业于山东大学土建与水利学院土木工程专业|现就读于北京交通大学土木与建筑工程学院岩土工程硕士。

收稿日期: 2007-06-20

  修回日期: 2007-07-11

  网络出版日期: 2010-04-20

Control of Differential Settlement Due to Tunnel's Crossing under Gaoliang Bridge

  • ZHANG Shu-Li ,
  • Huang-Meng-Li ,
  • Xu-Heng-Guo ,
  • Zhang-Feng
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  • School of Civil Engineering and Architecture, Beijing Jiao tong University, Beijing 100044

Received date: 2007-06-20

  Revised date: 2007-07-11

  Online published: 2010-04-20

摘要

 北京地铁四号线西直门站—动物园站区间隧道下穿既有高粱桥,为使高粱桥在隧道开挖施工过程中受到的影响达到控制要求,改变了隧道的开挖方法,由台阶法改为CRD法开挖,并对高粱桥进行了加固处理,通过数值模拟预测与现场测量的方法来监测控制桥墩的沉降以及桥墩之间的差异沉降。

本文引用格式

张树立 , 黄明利 , 徐恒国 , 张鹏 . 隧道下穿高粱桥差异沉降控制[J]. 隧道建设, 2007 , 27(增刊) : 548 -550 . DOI: B

Abstract

The tunnels between Xizhimen station and Dongwuyuan station on metro line 4 in Beijing are planed to pass under the Gaoliang Bridge. In order to reduce the influence on Gaoliang Bridge due to the tunnel construction, the original method (bench method) of tunnel excavation is changed to CRD method and Gaoliang Bridge is also reinforced. The settlement of bridge pier and the differential settlement among bridge piers are monitored by the insitu measurement, which are also predicted by the numerical simulation in this paper.

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