Construction of Largespan Metro Station by Combination&nbsp; of TBM Method and Drill+Blast Method

DENG  You-Shu; YANG  Yong-Xiang

doi:10.3973/j.issn.1672-741X.2012.02.014

Tunnel Construction >

2012 , Vol. 32 >Issue 2: 197 - 200

DOI: https://doi.org/10.3973/j.issn.1672-741X.2012.02.014

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Construction of Largespan Metro Station by Combination of TBM Method and Drill+Blast Method

DENG You-Shu ,
YANG Yong-Xiang

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(The 3rd Engineering Co., Ltd. of China Railway Tunnel Group, Shenzhen 518052, Guangdong, China)

Received date: 2011-12-06

Revised date: 2012-01-05

Online published: 2012-05-03

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Abstract

The excavation crosssection of Hongtudi station of Chongqing Metro is 375.8m2. The station is constructed by a combination of TBM method and drill+blast method. The construction technologies adopted for the Metro station is presented in the paper. The construction practice shows that the construction safety and quality of the Metro station is guaranteed and the interactions between the drill+blast construction and TBM boring is minimized. 

Key words： largespan Metro station; TBM method; drill+blast method; monitoring

Cite this article

DENG You-Shu , YANG Yong-Xiang . Construction of Largespan Metro Station by Combination of TBM Method and Drill+Blast Method[J]. Tunnel Construction, 2012 , 32(2) : 197 -200 . DOI: 10.3973/j.issn.1672-741X.2012.02.014

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