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预制装配式地铁车站单榫槽式接头抗弯刚度影响因素分析

李习伟 刘强

铁道标准设计2016,Vol.60Issue(8):113-117,5.
铁道标准设计2016,Vol.60Issue(8):113-117,5.

预制装配式地铁车站单榫槽式接头抗弯刚度影响因素分析

Influencing Factor Analysis of Bending Stiffness of Single Tenon Groove Joint of Subway Station Constructed with Prefabricated Elements

李习伟 1刘强2

作者信息

  • 1. 中国矿业大学力学与建筑工程学院,江苏徐州 221116
  • 2. 北京交通大学土木建筑工程学院,北京 100044
  • 折叠

摘要

Abstract

The joints of metro station constructed with prefabricated elements are the weak parts in station structures. With reference to Yuanjiadian metro station on Changchun metro line 2, this paper studies the various influencing factors of joint bending stiffness of the single tenon groove joint subject to combined action of axial force and bending moment using numerical simulation method. The calculation results indicate that the bending moment at the joint is the main factor causing the decrease of the bending stiffness of the join, the increase of axial force and the grouting at the joints significantly impact the bending stiffness of the joints and the effect of the joint geometry parameters on the bending stiffness of the joint is related to axial force acting on the joint.

关键词

地铁车站/预制构件/单榫式接头/接头抗弯刚度/数值模拟

Key words

Metro station/Prefabricated element/Single tenon groove joint/Joint bending stiffness/Numerical simulation

分类

土木建筑

引用本文复制引用

李习伟,刘强..预制装配式地铁车站单榫槽式接头抗弯刚度影响因素分析[J].铁道标准设计,2016,60(8):113-117,5.

基金项目

北京城建设计研究总院有限公司科技创新计划项目(2012-06) (2012-06)

铁道标准设计

OA北大核心

1004-2954

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