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装配式地铁车站与同型现浇地铁车站承载特性对比研究

李培国

科技创新与应用2025,Vol.15Issue(7):93-96,4.
科技创新与应用2025,Vol.15Issue(7):93-96,4.DOI:10.19981/j.CN23-1581/G3.2025.07.023

装配式地铁车站与同型现浇地铁车站承载特性对比研究

李培国1

作者信息

  • 1. 中铁发展投资有限公司,山东 青岛 266590
  • 折叠

摘要

Abstract

Prefabricated subway stations can effectively solve the problems of low efficiency and environmental pollution caused by traditional cast-in-place construction methods.Based on the prefabricated subway station of a subway line in Qingdao,a three-dimensional finite element model of the whole cast-in-place,local prefabricated and all prefabricated subway stations was established,and the stress characteristics of the three structures were compared and analyzed.The results show that the overall stress and deformation distribution of the three are generally consistent,and the deformation degree of the fabricated structure is lighter than that of the cast-in-place structure,especially the middle column part,and the deformation of the cast-in-place structure is more obvious.Therefore,the prefabricated structure not only has better bearing capacity than the overall cast-in-place structure,but also can effectively reduce the deformation of the middle column of the structure and enhance the overall stability of the structure,which verifies the superiority and safety of the prefabricated structure of the prefabricated station.The research results can provide reference for the safe use of prefabricated subway stations.

关键词

装配式结构/地铁车站/数值模拟/承载特性/对比研究

Key words

Prefabricated structure/subway station/numerical simulation/load bearing characteristics/comparative study

分类

交通工程

引用本文复制引用

李培国..装配式地铁车站与同型现浇地铁车站承载特性对比研究[J].科技创新与应用,2025,15(7):93-96,4.

基金项目

中铁三局集团有限公司科研项目(K220601) (K220601)

科技创新与应用

2095-2945

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