| 三峡库区卡子湾大桥的设计与施工 |
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| 引用本文： | 金文成,邱峰.三峡库区卡子湾大桥的设计与施工[J].公路,2006(12):46-50. |
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| 作者姓名： | 金文成 邱峰 |
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| 作者单位： | 华中科技大学土木工程与力学学院,武汉市,430074 |
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| 摘 要： | 三峡库区秭归县卡子湾大桥为预应力混凝土斜拉式桁架连续刚构桥,跨径为79.45 m 140 m 79.45 m,桥梁全长344.3 m,采用悬臂拼装法施工。介绍该桥的总体布置、结构设计、施工及施工监控的要点。
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| 关 键 词： | 预应力混凝土斜拉式桁架桥 设计 施工 |
| 文章编号： | 0451-0712（2006）12-0046-05 |
| 收稿时间： | 2006-05-23 |
| 修稿时间： | 2006-05-23 |
Design and Construction of Kaziwan Bridge in Three Gorges Reservoir |
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| JIN Wen-cheng,QIU Feng.Design and Construction of Kaziwan Bridge in Three Gorges Reservoir[J].Highway,2006(12):46-50. |
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| Authors: | JIN Wen-cheng QIU Feng |
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| Institution: | School of Civil Engineering and Mechanics ,Huazhong University of Science and Technology,Wuhan 430074 ,China |
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| Abstract: | Kaziwan Bridge in Zigui County of the Three Gorges Reservoir is a PC stayed truss continuous rigid bridge with spans of 79.45 m 140 m 79.45 m.The total length of the bridge is 344.3 m,assembled with cantilever construction.The control points of general arrangement,structural design,construction and construction control of the beidge are presented. |
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| Keywords: | PC stayed truss continuous rigid bridge design construction |
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