| 南京地铁新庄站围护主体结构方案研究 |
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| 引用本文： | 朱红华,岳地东,曹雪山.南京地铁新庄站围护主体结构方案研究[J].科技咨询导报,2012(15):111-111,113. |
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| 作者姓名： | 朱红华 岳地东 曹雪山 |
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| 作者单位： | [1]南京地铁公司,江苏南京210000 [2]中铁二局五公司,重庆400000 [3]河海大学土木与交通学院,江苏南京210000 |
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| 摘 要： | 以南京地铁3号线新庄站的围护结构为例,分析了场地工程地质条件、建筑周边环境条件,灵活采用了钻孔咬合桩、钻孔灌注桩＋深层搅拌桩相结合。这就加强了工程实用性,这对提高工程设计方案的可实施性具有一定的工程意义。
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| 关 键 词： | 南京地铁 围护结构 钻孔咬合桩 钻孔灌注桩 |
Envelope of the main structure of Naming Metro New Zhuang |
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| Zheng Kang-guo,Cao Xue-shan.Envelope of the main structure of Naming Metro New Zhuang[J].Science and Technology Consulting Herald,2012(15):111-111,113. |
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| Authors: | Zheng Kang-guo Cao Xue-shan |
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| Institution: | ,Huang Ying-ying (1 .China Railway Bureau five companies,Chongqing;2.Hohai University,Civil Engineering and Transportation Institute,Nanjing) |
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| Abstract: | The Envelope of Nanjing Metro Line 3 Xinzhuang station is studied. On the basis of site engineering geological conditions, environment conditions,drilling bitten pile,bored piles ＋ deep mixing piles are proposed. It is very important to improve reliability of engineering design. |
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| Keywords: | Nanjing Metro envelope drilling bitten pile bored piles |
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