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鄂尔多斯韩土2号桥钢箱梁拼装架设施工
引用本文:苗芙蓉. 鄂尔多斯韩土2号桥钢箱梁拼装架设施工[J]. 钢结构, 2013, 28(4): 62-65,73
作者姓名:苗芙蓉
作者单位:中铁山桥集团有限公司,河北秦皇岛,066205
摘    要:根据鄂尔多斯韩土2号桥桥位工况和结构特点,介绍内陆地区钢箱梁现场拼装架设施工工艺;钢箱梁采用单元件形式出厂、龙门吊机吊装的施工方案。同时介绍了支架的设计和设置、焊接变形控制、测量控制方法;采用该方法施工的钢箱梁各项指标均符合设计及规范要求,可供类似钢箱梁高架桥的施工参考。

关 键 词:钢箱梁  拼装架设  施工

ASSEMBLY AND ERECTION METHOD OF STEEL-BOX GIRDER FOR ORDOS HANTU NO.2 BRIDGE
Miao Furong. ASSEMBLY AND ERECTION METHOD OF STEEL-BOX GIRDER FOR ORDOS HANTU NO.2 BRIDGE[J]. Steel Construction, 2013, 28(4): 62-65,73
Authors:Miao Furong
Affiliation:Miao Furong ( China Railway Shanhaiguan Bridge Group Co.Ltd , Qinhuangdao 066205 , China )
Abstract:Based on the working condition and structural characteristic of Ordos Hantu No.2Bridge , this paper introduces the assembly and erection methods of steel-box girder located inland.Steel-box girders are transported in elements and units and hoisted by gantry crane.Design and layout of supporting platform , control of welding distortion and measurement method are introduced.All the parameters of steel-box girder meet the requirements of design and standard after the whole girders being erected.Which may be a useful reference for the other similar steel-box girder viaducts.
Keywords:steel-box girder    assembly and erection    construction
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