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特大跨径拱桥施工技术进展和创新
引用本文:荀东亮.特大跨径拱桥施工技术进展和创新[J].施工技术,2011,40(17).
作者姓名:荀东亮
作者单位:长大桥梁建设施工技术交通行业重点实验室,湖北武汉,430040
基金项目:国家科技支撑计划项目(2009BAG15B02); 交通行业联合科技攻关项目(2008-353-332-150)
摘    要:简单介绍了特大跨径拱桥的发展概况,对拱桥的理论极限跨径进行了分析,总结了特大跨径拱桥的施工方法。重点介绍了近年来三座特大跨径拱桥的施工新技术:重庆朝天门长江大桥,采用拱梁起重机悬臂安装,并辅以斜拉扣挂系统和临时系杆进行施工;九堡大桥,采用专利技术———步履式顶推系统三跨连拱整体顶推;明州大桥,边跨三角区采用吊机施工,中跨采用缆索吊无支架施工,并辅以吊扣合一斜拉扣挂系统。它们桥型各异,其施工方法变化多样,体现了拱桥的多样性和适应性,对特大跨径拱桥的施工具有借鉴意义。

关 键 词:拱桥  施工  分析  

The Development and Innovation of the Construction Technology in Super Large-span Arch Bridges
Xun Dongliang.The Development and Innovation of the Construction Technology in Super Large-span Arch Bridges[J].Construction Technology,2011,40(17).
Authors:Xun Dongliang
Affiliation:Xun Dongliang(Key Lab for Large-Span Bridge Construction Technology,Wuhan,Hubei 430040,China)
Abstract:The engineering situation of large-span arch bridge is introduced,the potential theoretical ultimate span of the arch bridge is analyzed,the construction method of large-span arch bridge is summarized.The author introduces the new construction technology of three large-span arch bridges.The Chaotianmen Bridge in Chongqing is the largest span arch bridge in the world.The erection of the bridge is finished by crane which is located on the arch beams,and the new cable-stayed tower system develops with rotation...
Keywords:arch bridges  construction  analysis  
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