Construction Technology of Diaphragm Walls Inserted into Rocks

ZHAO Kanglin; WANG Guangwei; LI Zhijun; ZHOU Zhaoyong

doi:10.3973/j.issn.1672-741X.2013.02.012

Tunnel Construction >

2013 , Vol. 33 >Issue 2: 156 - 159

DOI: https://doi.org/10.3973/j.issn.1672-741X.2013.02.012

Construction Technology of Diaphragm Walls Inserted into Rocks

ZHAO Kanglin ,
WANG Guangwei ,
LI Zhijun ,
ZHOU Zhaoyong

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(The 2nd Engineering Co., Ltd. of China Railway Tunnel Group, Sanhe 065201, Hebei, China)

Received date: 2012-06-05

Revised date: 2012-11-17

Online published: 2013-03-05

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Abstract

The matching modes of construction machinery of diaphragm walls inserted into rocks are versatile and complex,and the construction organization is difficult.The characteristics of the construction of diaphragm walls inserted into rocks by different machines are studied and summarized,with the construction of diaphragm walls of Qiushui Square Station of Nanchang Metro as an example. The construction technologies are optimized and rational technologies are used.As a result,the construction efficiency is improved.

Key words： Nanchang Metro; diaphragm wall inserted into rocks; grab bucket; trenching machine; drilling machine

Cite this article

ZHAO Kanglin , WANG Guangwei , LI Zhijun , ZHOU Zhaoyong . Construction Technology of Diaphragm Walls Inserted into Rocks[J]. Tunnel Construction, 2013 , 33(2) : 156 -159 . DOI: 10.3973/j.issn.1672-741X.2013.02.012

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