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隧道建设(中英文) ›› 2008, Vol. 28 ›› Issue (2): 188-190,196.DOI: B

• 规划与设计 • 上一篇    下一篇

浅析沈阳市地铁一号线启工街站主体围护结构

王莹君   

  1. 沈阳市市政工程设计研究院
  • 收稿日期:2007-12-07 修回日期:2008-01-31 出版日期:2008-04-20 发布日期:2011-08-17
  • 作者简介:王莹君(1962-)|女|辽宁省人|1984年毕业于沈阳大学工业与民用建筑专业|本科|副高级工程师|现从事建筑结构设计工作。

Simple Analysis on Retaining Structure of Qigong
Street Station on Line 1 of Shenyang Metro

WANG Yingjun   

  1. Shenyang Municipal Engineering Design and Research Institute
  • Received:2007-12-07 Revised:2008-01-31 Online:2008-04-20 Published:2011-08-17

摘要:

 通过对站点地面以上场地及地下地质条件的分析,以及对主体围护结构的不同方案进行比选,确定了该站点采用明挖施工方法和排桩围护结构。通过对明挖施工法排桩在不同工况下的受力状态进行分析,验证了不同条件下排桩结构稳定性。

Abstract:

On basis of analysis on the aboveground site conditions and underground geological conditions of Qigong Street Station, it is determined that opencut method should be adopted for the construction of the station. On basis of comparison and contrast of various retaining structures, it is determined that rowed piles should be adopted for the station. The loading conditions of the rowed piles under different working conditions are analyzed. The stability of the rowed piles under different conditions are expatiated.

Key words: opencut methodrowed pileretaining structure  

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