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地铁车站结构诱导缝应用研究现状与展望

隋涛 杨林德 马险峰

路基工程Issue(5):60-63,4.
路基工程Issue(5):60-63,4.

地铁车站结构诱导缝应用研究现状与展望

Status Quo and Prospect on Application of Induced Joint in Subway Station Structure

隋涛 1杨林德 1马险峰2

作者信息

  • 1. 同济大学,上海200092
  • 2. 同济大学,上海200092 同济大学岩土及地下工程教育部重点实验室,上海200092
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摘要

Abstract

Induced joint in subway station structure can weaken stiffness of the structure and reduce disordered cracking thereof resulting from the temperature stress of the concrete structure and the uneven settlement in the construction and post-operation. In view of this, the paper mainly explains its construction process, working mechanism, and theoretical methods for deformation analysis and calculation of such induced joints; moreover, the type of stress on the induced joints is further analyzed, and the application of the induced joints in subway station structures for the necessity of earthquake resistance is studied.

关键词

诱导缝/地铁车站/工作机理/抗震

Key words

induced joint/subway station/working mechanism/earthquake resistance

分类

交通工程

引用本文复制引用

隋涛,杨林德,马险峰..地铁车站结构诱导缝应用研究现状与展望[J].路基工程,2012,(5):60-63,4.

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