| 安徽金桃大桥拱肋无支架缆索吊装施工技术 |
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| 引用本文： | 赵德新,黄金文,赵吉卫.安徽金桃大桥拱肋无支架缆索吊装施工技术[J].西部交通科技,2009(6):7-11. |
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| 作者姓名： | 赵德新 黄金文 赵吉卫 |
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| 作者单位： | 1. 广西交通投资集团有限公司,广西,南宁,530028
2. 广西壮族自治区公路桥梁工程总公司,广西,南宁,530011 |
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| 摘 要： | 安徽金桃大桥为2孔跨度均为160m的上承式钢筋砼箱肋拱，拱肋采用分段预制、无支架缆索吊装施工技术，文章对其拱肋无支架缆索吊装施工工艺进行了介绍，为类似工程施工提供借鉴。
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| 关 键 词： | 桥梁工程 砼拱肋 无支架 缆索吊装 |
Arch Rib Frameless Lifting Construction Technique of Anhui Jintao Bridge |
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| ZHAO De-xin,HUANG Jin-wen,ZHAO Ji-wei.Arch Rib Frameless Lifting Construction Technique of Anhui Jintao Bridge[J].Western China Communication Science & Technology,2009(6):7-11. |
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| Authors: | ZHAO De-xin HUANG Jin-wen ZHAO Ji-wei |
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| Institution: | ZHAO De-xin, HUANG Jin-wen, ZHAO Ji-wei(1. Guangxi Communication Investing Company, Nanning, Guangxi, 530028; 2. Guangxi Road and Bridge Engineering Corporation. Nanning, Guangxi, 530011 ) |
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| Abstract: | There are two steel arch ribs in Jintao Bridge that containing length of spam of 160m.Each of them is constructed by using sectional pre-installation and cable lifting method.The article introduces the two construction methods and gives reference to similar construction projects. |
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| Keywords: | Bddge construction Tong arch db Frameless Cable lifting |
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