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桃花峪黄河大桥主塔下横梁与塔柱异步施工技术
引用本文:刘校峰.桃花峪黄河大桥主塔下横梁与塔柱异步施工技术[J].西部交通科技,2013(1):28-31.
作者姓名:刘校峰
作者单位:中铁大桥局集团一公司,河南郑州,450050
摘    要:桃花峪黄河大桥为跨度(160+406+160)m的两塔三跨自锚式悬索桥。文章阐述了该桥主塔爬模施工、下横梁与塔柱异步施工及下横梁支架施工的工艺流程与关键技术,提出了该类型桥梁塔梁异步施工的注意事项。

关 键 词:悬索桥  塔梁异步  工艺流程  施工技术  注意事项

Asynchronous Construction Technology of Beams and Towers under Main Tower of Taohuayu Yellow River Bridge
LIU Xiao-feng.Asynchronous Construction Technology of Beams and Towers under Main Tower of Taohuayu Yellow River Bridge[J].Western China Communication Science & Technology,2013(1):28-31.
Authors:LIU Xiao-feng
Institution:LIU Xiao-feng(China Railway Major Bridge Engineering Group No.1 Company,Zhengzhou,Henan,450050)
Abstract:Taohuayu Yellow River Bridge is two-tower three-span self-anchored suspension bridge with the span of( 160+406+ 160)m.The article described the technical process and key technologies of the construction of its main tower climbing formwork,asynchronous construction of lower beams and towers, and lower-beam bracket construction, and proposed the precautions for tower-beam asynchronous construction of this type of bridge.
Keywords:Suspension bridge  Tower-beam asynchronous  Technical process  Constructi on technology  Precautions
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