| 高层建筑地下室施工基坑围护结构型式探讨 |
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| 引用本文： | 胡生生,蒋中明. 高层建筑地下室施工基坑围护结构型式探讨[J]. 三峡大学学报(自然科学版), 1998, 0(3) |
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| 作者姓名： | 胡生生 蒋中明 |
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| 作者单位： | 武汉水利电力大学（宜昌）建筑工程系 |
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| 摘 要： | 旨在探讨地下室施工基坑一种新型围护结构，将地下室外墙设计成夹壁式结构，用“倒挂井”法将其外壁和支壁先行施工，外壁顶部加锚杆，下端插入地基，形成“带肋单锚板桩”．经受力分析，此结构能维持基坑壁的稳定．
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| 关 键 词： | 夹壁式外墙；围护结构；单锚板桩；倒挂井壁；T型截面 |
Discussion on Forms of Protective Structure of Basement of Tall Architecture |
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| Hu Shengsheng Jiang Zhongming. Discussion on Forms of Protective Structure of Basement of Tall Architecture[J]. Journal of China Three Gorges University(Natural Sciences), 1998, 0(3) |
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| Authors: | Hu Shengsheng Jiang Zhongming |
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| Affiliation: | Dept. of Architectural Engineering |
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| Abstract: | Discusses a kind of new protective structure of basement. The external wall of basement is designed as interning wall and is constructed at first. At the top of the external wall, The authors added the plank pile with anchor and put the bottom into foundation to form single plank pile with anchor. By analysing its mechanics status, the structure can keep the stability of the foundation wall. |
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| Keywords: | interning wall protective structure single plank pile with anchor hanging wall of a well T-section |
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