| 南京地铁向兴路站围护结构设计与施工 |
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| 引用本文： | 郑大榕,张存,张辉.南京地铁向兴路站围护结构设计与施工[J].隧道建设,2005,25(5):35-37,44. |
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| 作者姓名： | 郑大榕 张存 张辉 |
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| 作者单位： | 1. 中铁隧道集团南京地铁项目部,江苏,南京,210037
2. 中铁隧道勘测设计院有限公司,河南,洛阳,471009 |
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| 摘 要： | 介绍了在南京地铁二号线向兴路车站实施过程中，通过采用合理支护方案，并选取廉价的SMW围护方式，将盆式基坑划分为常见条状基坑进行开挖，降低施工难度，缩短工期，为今后类似软土深基坑围护结构设计与施工提供一种新的方法。
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| 关 键 词： | 地铁车站 围护结构 基坑开挖 |
| 收稿时间： | 2005-04-04 |
| 修稿时间： | 2005-04-04 |
Design and Construction of Retaining System of Xiangxing
Road Station of Nanjing Metro |
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| Zheng Da-tong,Zhang Cun,Zhang Hui.Design and Construction of Retaining System of Xiangxing
Road Station of Nanjing Metro[J].Tunnel Construction,2005,25(5):35-37,44. |
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| Authors: | Zheng Da-tong Zhang Cun Zhang Hui |
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| Institution: | Nanjing Metro Headquarters of China Railway Tunnel Group, Nanjing, Jiangsu 210037,China;China Railway Tunnel Survey &;|Design Institute, Luoyang, Henan 471009,China |
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| Abstract: | During the execution of Xiangxing Road station of line 2 of Nanjing Metro, proper reinforcement schemes are adopted, economic SMW retaining structures are selected and foundation pits of basin-type are divided into normal strip foundation pits, which result in reduced construction difficulty and shortened construction period. The paper describes the execution of the Metro station, which provides a new method for the design and construction of the retaining structures of deep foundation pits in soft ground. |
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| Keywords: | Metro station retaining structure foundation pit excavation |
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