| 桥梁高墩稳定性设计计算探讨 |
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| 引用本文： | 程 宇,李玲芳,孙跃中.桥梁高墩稳定性设计计算探讨[J].交通标准化,2012(8):104-106. |
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| 作者姓名： | 程 宇 李玲芳 孙跃中 |
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| 作者单位： | 1. 湖州市交通规划设计院,浙江湖州,313000
2. 湖州市公路管理处,浙江湖州,313000 |
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| 摘 要： | 以西南地区一座跨两山的曲线连续梁桥高墩计算为例,简要介绍高墩设计的尺寸及参数,对稳定性进行验算,得出满足相关规范要求的高墩设计,供类似工程参考。
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| 关 键 词： | 高墩设计 稳定性验算 曲线连续梁 |
Stability Design & Calculation of High Piers of Bridge |
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| CHENG Yu,LI Ling-fang and SUN Yue-zhong.Stability Design & Calculation of High Piers of Bridge[J].Communications Standardization,2012(8):104-106. |
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| Authors: | CHENG Yu LI Ling-fang and SUN Yue-zhong |
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| Institution: | 1.Huzhou City Transportation Planning ＆ Design Institute, Huzhou 313000, China; 2.Huzhou City Highway Management Department, Huzhou 313000, China) |
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| Abstract: | Taking a curve continuous beam bridge with high piers in southwest region crossing two hills for example, the size and parameters of high pier are introduced in this paper. High pier design which meet related standard requirements is obtained by checking calculation of stability, which provides some reference for similar oroiects. |
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| Keywords: | high pier design stability calculation curve continuous beam |
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