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跨既有铁路钢桁梁拖拉施工技术
引用本文:李平.跨既有铁路钢桁梁拖拉施工技术[J].石家庄铁道学院学报,2012(1):50-52.
作者姓名:李平
作者单位:中铁十六局集团第五工程有限公司,河北唐山064000
摘    要:山西中南部铁路通道采用96 m钢桁梁跨越京沪铁路,施工采用整体拼装后,采用钢梁前端不设置导梁,在两个主墩间增设临时支墩施工技术,完成拖拉施工。以此为例探讨了跨越既有铁路架设钢桁梁的施工技术。

关 键 词:钢桁梁  既有铁路  拖拉法  施工

Dragging Program of Steel Truss Beam Over Existing Railway
Li Ping.Dragging Program of Steel Truss Beam Over Existing Railway[J].Journal of Shijiazhuang Railway Institute,2012(1):50-52.
Authors:Li Ping
Institution:Li Ping(Fifth Engineering Company Limited of China Railway 16th Bureau Group,Tangshan 064000,China)
Abstract:The railway corridor in central and southern Shanxi pass over Beijing-Shanghai-Railway,and the super-large bridge adopts 96 m steel truss spanning Beijing-Shanghai-Railway.The steel girder is overall assembled,and is dragged in position with no guide beam at the front end but with additional temporary buttress between the two main piers.Taking this bridge as an example,the erection of steel truss girder passing over an existing railway is explored.
Keywords:steel truss beam  existing railway  drag method  construction
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