| 柬埔寨PREKTAMAK湄公河大桥主桥承台施工 |
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| 引用本文： | 江根明,徐法生.柬埔寨PREKTAMAK湄公河大桥主桥承台施工[J].浙江交通职业技术学院学报,2009,10(2):6-9. |
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| 作者姓名： | 江根明 徐法生 |
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| 作者单位： | 1. 浙江省地球物理技术研究所,杭州,310005
2. 杭州市余杭区交通重点工程建设管理处,杭州,311100 |
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| 摘 要： | 湄公河大桥是柬埔寨在建7号路的控制工程，主桥桥墩采用群桩基础，水深均超过30m，承台采用实体混凝土结构，为确保承台施工，承台采用了钢套箱技术。本文以湄公河大桥8号桥墩承台为对象，从设计、验算、施工等角度介绍该桥主桥承台施工技术。
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| 关 键 词： | 桥梁 承台 施工 验算 |
Cambodia Mekong PREK TAMAK Cap Bridge Construction |
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| JIANG Gen-ming,XU Fa-sheng.Cambodia Mekong PREK TAMAK Cap Bridge Construction[J].Journal of Zhejiang Vocational and Technical Institute of Transportation,2009,10(2):6-9. |
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| Authors: | JIANG Gen-ming XU Fa-sheng |
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| Institution: | JIANG Gen - ming, XU Fa- sheng( 1 .Zhejiang Geophysical Technology Application Research Institute, Hangzhou 310005, China; 2. Yuhang District, Hangzhou traffic management of key projects, Hangzhou 311100, China) |
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| Abstract: | Cambodia Mekong Bridge is a road under construction on the 7th of control engineering, the main bridge pier of pile groups based on the use of water more than 30 m, for concrete structures using entities, to ensure that the pile cap construction, for using the steel box technology. In this paper, the Mekong River bridge pier cap on the 8th for the object, from the design, checking, construction and other aspects of the bridge, the main bridge pile cap construction technology. |
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| Keywords: | bridge cap construction checking |
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