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超大断面富水黄土隧道拱墙二次衬砌混凝土灌注施工技术研究

李飞川

江西建材Issue(11):310-312,3.
江西建材Issue(11):310-312,3.

超大断面富水黄土隧道拱墙二次衬砌混凝土灌注施工技术研究

Study on Construction Technology of Secondary Lining Concrete for Arch Wall of High-water Loess Tunnel

李飞川1

作者信息

  • 1. 中铁十二局集团第一工程有限公司,陕西 西安 710038
  • 折叠

摘要

Abstract

Concrete grouting is an important part of the secondary lining construction of tunnel arch walls.The construction difficulty of the secondary lining of super large section water rich loess tunnel arch walls is relatively high.Therefore,the secondary lining concrete pouring construction is completed through advanced support,waterproof concrete mix design and preparation,and concrete spraying.The example analysis results show that the tensile strength and strength safety factor of concrete are both greater than the minimum limit,which meets the requirements of relevant specifications.The design technology can ensure construction quality and provide reference for similar projects.

关键词

高速铁路/超大断面/富水黄土隧道/二次衬砌/混凝土灌注/超前支护

Key words

High-speed railway/Super-large section/Water-rich loess tunnel/Secondary lining/Concrete pouring/Advanced support

分类

交通工程

引用本文复制引用

李飞川..超大断面富水黄土隧道拱墙二次衬砌混凝土灌注施工技术研究[J].江西建材,2023,(11):310-312,3.

江西建材

1006-2890

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