| 柔性悬索桥主梁施工工艺研究与分析 |
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| 引用本文： | 乔仕奇,房浩,王兵.柔性悬索桥主梁施工工艺研究与分析[J].城市道桥与防洪,2006(4):100-102. |
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| 作者姓名： | 乔仕奇 房浩 王兵 |
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| 作者单位： | 上海市第二市政工程有限公司,上海市,200056 |
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| 摘 要： | 该文以上海首座自锚式悬索桥(安亭吴淞江人行天桥)主梁的施工为例,详细介绍柔性主梁的受力特点、主梁的施工标准、主梁的施工组织,进行了研究与分析。
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| 关 键 词： | 自锚式悬索桥 预制节段 吊装 支架现浇 |
| 文章编号： | 1009-7716（2006）04-0100-03 |
| 收稿时间： | 2006-05-29 |
| 修稿时间： | 2006年5月29日 |
Study and Analysis of Construction Technology of Main Flexible Beam of Cable Suspension Bridge |
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| Qiao Shiji,Fang Hao,Wang Bing.Study and Analysis of Construction Technology of Main Flexible Beam of Cable Suspension Bridge[J].Urban Roads Bridges & Flood Control,2006(4):100-102. |
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| Authors: | Qiao Shiji Fang Hao Wang Bing |
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| Abstract: | Taking the construction of the main beam of the first self-anchorage cable suspension bridge(Wusongjiang Skywalk in Anting)in Shanghai as an example,the article introduces in detail the bearing characteristics of the main flexible beam,the construction standards of the main beam and the construction organization of the main beam to study and analyze. |
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| Keywords: | self-anchorage cable suspension bridge prefabricated subsection hoisting support cast-in-place |
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