| 抗拔桩在地下车站主体结构计算模型中的边界条件研究 |
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| 引用本文： | 彭帅,王呼佳.抗拔桩在地下车站主体结构计算模型中的边界条件研究[J].现代城市轨道交通,2012(3):52-54,58. |
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| 作者姓名： | 彭帅 王呼佳 |
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| 作者单位： | 中铁二院工程集团有限责任公司地下铁道设计研究院,四川成都,600051 |
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| 摘 要： | 抗拔桩在地下车站主体结构计算中作为一个边界条件常被设置为3种型式，以广州地铁2、8号线换乘站南洲站的2号线部分作为计算实例，将这3种常见的边界条件进行计算对比分析，提出一个合理的边界条件，可为今后带抗拔桩的地下车站主体结构计算提供参考。
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| 关 键 词： | 地下车站 主体结构 抗拔桩 边界条件 研究 |
Study on Boundary Conditions for Anti-Uplift Piles in Calculation Model for Main Structure of Metro Station |
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| Peng Shuai,Wang Hujia.Study on Boundary Conditions for Anti-Uplift Piles in Calculation Model for Main Structure of Metro Station[J].Modern Urban Transit,2012(3):52-54,58. |
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| Authors: | Peng Shuai Wang Hujia |
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| Institution: | Peng Shuai, Wang Hujia |
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| Abstract: | The anti-uplift piles in the actual metro station for the main structure calculation as a boundary condition are often set to three types. Taking part of the Line 2 interchange Nanzhou station of the line 2 and 8 of the Guangzhou metro as a calculation example, the comparative analysis calculates these three kinds of boundary conditions, while a reasonable boundary condition is put tbrward. It can provide a reference calculation to main structure with anti-uplift piles for future metro stations. |
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| Keywords: | metro station main structure anti-uplift pile boundary conditions study |
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