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大吨位履带吊更换钢混结合梁施工技术
引用本文:赵峰,Wang Liujin,高印强. 大吨位履带吊更换钢混结合梁施工技术[J]. 铁路工程造价管理, 2008, 23(4): 44-46
作者姓名:赵峰  Wang Liujin  高印强
作者单位:北京铁路局北京工务机械段,北京,100071
摘    要:既有铁路高墩、大跨度桥梁的换架技术是换梁施工中的一个难题,此文通过对丰沙大线永定河8号桥1孔40m钢混结合梁吊装方案的比选与实施,具体介绍了利用大吨位履带吊换梁施工的技术关键与实施过程,对同类工程具有借鉴意义。

关 键 词:大吨位  履带吊  换梁  施工技术

Construction technique of steel-composite girders replaced by large tonnage crawler crane
Zhao Feng,Wang Liujin,Gao Yinqiang. Construction technique of steel-composite girders replaced by large tonnage crawler crane[J]. Railway Engineering Cost Management, 2008, 23(4): 44-46
Authors:Zhao Feng  Wang Liujin  Gao Yinqiang
Abstract:The replacement and re-erection technique of high pier and large span bridges is a hard nut to crack in the girder replacement construction.This article,through the comparative selection and implementation of the lifting scheme for the 1-40m steel composite girders of Bridge No.8 of the Yongding River on Feng-Sha-Da line,makes an introduction to the technical key and implementation process of the girder replacement and re-erection construction by the large tonnage crawler crane,which is of reference to works of similar nature.
Keywords:large tonnage  crawler crane  girder replacement  construction technique
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