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轨道交通预制节段箱梁拼装架设施工
引用本文:谢建玲,严学开.轨道交通预制节段箱梁拼装架设施工[J].世界桥梁,2008(Z1).
作者姓名:谢建玲  严学开
作者单位:中铁大桥局集团第三工程有限公司,广东,广州,510800
摘    要:广州市轨道交通4号线区间7标]高架桥跨度为25,27.5,30,32.5 m预应力简支箱梁,重点介绍了预制节段箱梁施工中关键技术、预制节段箱梁拼装和架设施工工艺。

关 键 词:轻轨铁路  箱形梁  拼装  桥梁架设

Assembling and Erection of Precast Segmental Concrete Box Girders for Rail Transit
XIE Jian-ling,YAN Xue-kai.Assembling and Erection of Precast Segmental Concrete Box Girders for Rail Transit[J].World Bridges,2008(Z1).
Authors:XIE Jian-ling  YAN Xue-kai
Abstract:The superstructure of the Viaduct on Line No.4(Contract 7 within the section of the Transit) of Guangzhou City Rail Transit is of precast prestressed concrete simply-supported segmental box girders having span length 25 m,27.5 m,30 m and 32.5 m.In this paper,the key techniques applied in construction of the segmental box girders and the workmanship for assembling and erection of the girders are mainly dealt with.
Keywords:light railway  box girder  assembling  bridge erection
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