›› 2014, Vol. 28 ›› Issue (4): 13-17.

• 工程实录 • 上一篇    下一篇

深圳地铁岗厦北站主体结构空间受力分析

黎钜宏   

  1. (广东省重工建筑设计院有限公司, 广州  510034)
  • 收稿日期:2013-07-25 出版日期:2014-06-20 发布日期:2014-08-20
  • 作者简介:黎钜宏(1984-),男,汉族,广东佛山人,岩土工程硕士,研究方向为地下结构工程的设计与研究。

The Analysis of the Main Structure of Gangxia North Station of Shenzhen Metro

LI Juhong   

  1. (Guangdong Zhonggong Architectural Design Institute Co., Ltd., Guangzhou 510034)
  • Received:2013-07-25 Online:2014-06-20 Published:2014-08-20

摘要: 针对目前地铁车站结构设计中平面简化方法的局限性,以深圳地铁岗厦北站为例,利用ANSYS 13.0建立车站标准段主体结构空间有限元模型,对车站主体结构在施工阶段和正常使用阶段下的受力特性进行分析。计算结果表明:车站各层板承受双向正弯矩;侧墙单向受力明显;空间计算模型能避免平面简化模型对车站各结构构件协同受力作用和中板开洞的忽略;正常使用阶段工况为最不利工况。研究结果对类似工程设计具有一定的参考价值。

关键词: 地铁车站, 空间分析, 有限元分析, 结构内力

Abstract: In order to minimize the limitation of the conventional simplified plane analysis method used for the structural analysis of metro station structures, the three dimensional structure analysis on a typical segment of the Xiagang North metro station main structure by using ANSYS 13.0. The stress characteristics during the construction and the in the normal operation of the main structures are analyzed. The results indicate that, each floor slab has bidirectional positive bending moments and the side walls have obvious force acting on them. The three dimensional analysis has the advantages over the conventional plane analysis method by considering the effect of all structural elements. In the condition of a void in the middle of the slab, the threedimensional analysis method can consider the effect of the void, which the conventional method could not. The analysis results also indicate the most unfavorable condition is when the station is under the normal operation conditions.

Key words: Metro Stations, Three Dimensional Analysis, The finite element analysis;Internal Force of Structures