| 武汉市轨道交通范湖站地下连续墙围护结构设计 |
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| 引用本文： | 艾治家,何振华,李忠.武汉市轨道交通范湖站地下连续墙围护结构设计[J].隧道建设,2007,27(2):54-56,63. |
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| 作者姓名： | 艾治家 何振华 李忠 |
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| 作者单位： | 1. 中铁隧道勘测设计院有限公司,河南,洛阳,471009
2. 中铁十四局集团公司隧道分公司,济南,250002 |
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| 摘 要： | 就武汉市轨道交通二号线一期工程范湖站围护结构设计中,对钻孔灌注桩加内支撑与地下连续墙加内支撑的围护形式进行了比选,对基坑的稳定性进行了验算,对连续墙内力进行了计算,并选择了地下连续墙接头形式。
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| 关 键 词： | 地下车站围护结构地下连续墙型钢接头 |
| 收稿时间： | 2006-11-22 |
| 修稿时间： | 2006-11-222006-12-26 |
Design of Diaphragm Wall Retaining Structure of Fanhu Station on
Wuhan Mass Rapid Transit (MRT) System |
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| AI Zhi-jia,HE Zhen-hua,LI Zhong.Design of Diaphragm Wall Retaining Structure of Fanhu Station on
Wuhan Mass Rapid Transit (MRT) System[J].Tunnel Construction,2007,27(2):54-56,63. |
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| Authors: | AI Zhi-jia HE Zhen-hua LI Zhong |
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| Institution: | 1. China Railway Tunnel Survey &;|Design Institute Co., Ltd.2. China Railway No. 14 Bureau Group Co., Ltd. |
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| Abstract: | Regarding the design of the retaining structure of Fanhu Station on phase I of line 2 of Wuhan Mass Rapid Transit system, option is selected between the "bored pile + inner bracing" alternative and the "diaphragm wall + inner bracing" alternative, verification calculation is made for the stability of the foundation pit, calculation is made for the internal forces of the diaphragm walls and proper joint type is selected for the diaphragm walls. |
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| Keywords: | underground MRT station retaining structure diaphragm wall shaped-steel joint |
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