| 锦赤铁路大凌河特大桥梁墩柱桩基偏移的处理设计 |
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| 引用本文： | 吴银芳,朱福燕.锦赤铁路大凌河特大桥梁墩柱桩基偏移的处理设计[J].云南水力发电,2012,28(1):109-111,127. |
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| 作者姓名： | 吴银芳 朱福燕 |
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| 作者单位： | 中国水利水电第十四工程局有限公司路桥市政工程分公司,云南昆明,650051 |
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| 摘 要： | 介绍锦赤铁路大凌河特大桥梁墩柱桩基偏移的处理设计和措施，扩大承台，验算承载力，使其达到满足设计承载力的要求。该方案既缩短了施工工期，又节省了人力物力，是一种有效和实用的方法。
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| 关 键 词： | 桥梁 墩柱桩基 偏移 承载力验算 处理措施 |
The Design of Deviation Treatment of the Pile Foundation for Beam Columns of the Extra Large Bridge Spanning the Dalinghe River in Construction of the Jin-Chi Railway |
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| Wu Yin-fang
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ZHU Fu-yan.The Design of Deviation Treatment of the Pile Foundation for Beam Columns of the Extra Large Bridge Spanning the Dalinghe River in Construction of the Jin-Chi Railway[J].Yunnan Water Power,2012,28(1):109-111,127. |
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| Authors: | Wu Yin-fang ZHU Fu-yan |
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| Affiliation: | (Road,Bridge and Municipal Engineering Branch,SINOHYDRO 14 BUREAU CO.,LTD.Kunming 650051,Yunnan,China) |
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| Abstract: | This paper gives an introduction to the design of deviation treatment of the pile foundation for beam columns of the extra large bridge spanning the Dalinghe River in construction of the Jin-Chi railway and to the measures such as expanding of the bearing plate and verifying of the bearing capacity so as so satisfy the design bearing capacity requirement.The design not only shortened the construction period of the project but saved manpower and material resources,and proved effective and practical. |
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| Keywords: | bridge pile foundation for pier columns deviation verification of bearing capacity treatment measures |
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