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地铁车站出入口明挖段倒挂井壁施工技术研究

刘明

江西建材Issue(2):227-229,3.
江西建材Issue(2):227-229,3.

地铁车站出入口明挖段倒挂井壁施工技术研究

Study on Construction Technology of Upside-down Shaft Lining in Open Excavation Section of Subway Station Entrance and Exit

刘明1

作者信息

  • 1. 中铁十二局集团第二工程有限公司,山西 太原 030032
  • 折叠

摘要

Abstract

In view of the problems of the traditional subway station cut and cover construction,such as large area and great influence on traffic,the construction technology of the open-cut section at the entrance and exit of the station using the upside-down shaft wall method is studied.Taking Beijing Fangshan North Line 02 Bid Head Economic and Trade Station as the research background,through the analysis of the principle of upside-down shaft lining technology,the key technology and technical control measures of this technology construction are studied.This paper focuses on the analysis of the concrete construction process of the upside-down shaft lining of No.A entrance and exit,and analyzes the construction effect from three aspects.The research shows that the upside-down shaft lining method has the advantages of small occupation of construction site,less economic cost,less stratum disturbance,stronger soil and less influence on surrounding buildings and underground pipelines.The successful application of this technology provides valuable engineering reference for similar open-cut projects with limited site and near important buildings.

关键词

倒挂井壁法/地铁出入口/竖井/中隔壁/地层扰动

Key words

Inverted borehole wall method/Subway entrance and exit/Shaft/Middle next door/Strata disturbance

分类

建筑与水利

引用本文复制引用

刘明..地铁车站出入口明挖段倒挂井壁施工技术研究[J].江西建材,2024,(2):227-229,3.

江西建材

1006-2890

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