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隧道建设(中英文) ›› 2010, Vol. 30 ›› Issue (S1): 254-258.

• 规划与设计 • 上一篇    下一篇

明挖地铁车站空间计算模型与平面计算模型的对比分析

代坤   

  1. 中铁隧道勘测设计院有限公司,天津300133
  • 收稿日期:2010-03-16 出版日期:2010-08-14 发布日期:2010-08-25
  • 作者简介:代坤(1984—),男,湖南人,2009年毕业于兰州交通大学岩土与地下工程专业,硕士,助理工程师,现从事地铁设计工作。

Comparative Analysis on 3D Computation Model and 1D Computation
Model for Metro Stations Constructed by Cut and Cover Method

DAI  Kun   

  1. China Railway Tunnel Survey and Design Institute Co., Ltd., Tianjin 300133
  • Received:2010-03-16 Online:2010-08-14 Published:2010-08-25

摘要:

目前地铁车站的结构设计中常采用平面模型,但由于其局限性,有时并不能真实地反映结构的受力情况。为找出平面模型的不足之处,同时尽可能反映出结构的实际受力情况,使之能更好地为工程技术人员服务,本文通过不同条件下的空间模型与平面模型计算结果的对比分析,得出一些结论,可供工程人员参考。

关键词: 明挖地铁车站, 平面模型, 空间模型

Abstract:

At present, 1D models are usually used in the structural design of Metro stations. Due to the limits of the 1D models, however, the stress on the structures can sometimes not be really understood. The calculation results of 3D models and 1D models under different conditions are compared and analyzed in this paper, so as to find out the limits of 1D models, understand the stress on the Metro station structures as exactly as possible and make 1D models to serve for the technicians more efficiently. The analysis results can provide references for the engineers.

Key words: Metro station constructed by cut and cover method, 1D model, 3D model