既有桥梁浅基加固防护体顶面标高确定方法的探讨 |
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引用本文: | 刘兴文.既有桥梁浅基加固防护体顶面标高确定方法的探讨[J].西安铁路职业技术学院学报,2007(2):32-33,12. |
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作者姓名: | 刘兴文 |
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作者单位: | 西安铁路职业技术学院,陕西西安710600 |
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摘 要: | 本文以陇海线某铁路浇基桥梁的加固防护设施为工程背景,分析了该浅基桥梁被洪水冲毁的主要原因。并针对既有加固防护体项面与河床最低点之间存在高差的问题,提出了合理确定该高差最大的值的方法。
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关 键 词: | 浇基桥梁 加固防护体 高差 最大值 |
修稿时间: | 2006-11-29 |
How to Determine the Superface Elevation of the Watch Box of Bridge Shallow Foundation Stabilization |
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Authors: | Liu Xingwen |
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Abstract: | Taking the bridge foundation stabilization project of some part of the Longhai railway as an example, this article explains why its shallow foundation was destroyed by flood and tries to work out a way of how to set the max of difference in elevation. |
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Keywords: | casting bridge stabilization shield difference in elevation max |
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