| 钟宅湾大桥主桥承台围堰施工方法 |
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| 引用本文： | 黄灵强.钟宅湾大桥主桥承台围堰施工方法[J].桥梁建设,2006(4):63-66. |
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| 作者姓名： | 黄灵强 |
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| 作者单位： | 厦门路桥投资总公司,福建,厦门,361026 |
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| 摘 要： | 厦门钟宅湾大桥主桥为58 m 208 m 58 m三跨中承飞翼式钢箱提篮拱桥,主桥承台采用钢板桩围堰施工。介绍了承台钢板桩围堰施工方法。
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| 关 键 词： | 桥梁基础 承台 围堰 施工方法 |
| 文章编号： | 1003-4722(2006)04-0063-04 |
| 收稿时间： | 2006-06-09 |
| 修稿时间： | 2006年6月9日 |
Construction Method for Pile Caps of Main Bridge Foundations of Zhongzhai Bay Bridge with Steel Sheet Pile Cofferdams |
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| HUANG Ling-qiang.Construction Method for Pile Caps of Main Bridge Foundations of Zhongzhai Bay Bridge with Steel Sheet Pile Cofferdams[J].Bridge Construction,2006(4):63-66. |
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| Authors: | HUANG Ling-qiang |
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| Institution: | Xiamen Road and Bridge Investment Corporation, Xiamen 361026, China |
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| Abstract: | The main bridge of Zhongzhai Bay Bridge in Xiamen is a 3-span half-through steel box basket handle arch bridge of flying wing type with span arrangement 58 m 208 m 58 m.The pile caps of the main bridge foundations of the Bridge are constructed with steel sheet pile cofferdams.In this paper,the construction method for the pile caps with the cofferdams is described. |
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| Keywords: | bridge foundation pile cap cofferdam construction method |
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