槽形梁横移施工方案分析  

Analysis of Construction Plan for Trough Beam Lateral Movement

作　　者：肖文贵 XIAO Wengui(Gansu Rongcheng Construction Engineering Co.,Ltd.,Lanzhou Gansu 730050)

机构地区：[1]甘肃荣铖建设工程有限公司,甘肃兰州730050

出　　处：《河南科技》2021年第15期82-84,共3页Henan Science and Technology

摘　　要：本文通过简单分析兰州市彭家坪210#路K1+010.75节点的32 m槽形梁桥工程,提出相对应的施工方案。其间从桩基施工、钢管及贝雷梁施工、滑道施工、槽梁横移、落梁施工5个方面进行详细的分析,以期为槽形梁横移施工提供一些参考。Through a simple analysis of the 32 m channel girder bridge project at K1+010.75 node of Pengjiaping 210#Road,Lanzhou City,the corresponding construction plan is proposed in this paper.In the meantime,a detailed analysis is carried out from five aspects,namely pile foundation construction,steel pipe and Bailey beam construction,slide construction,trough beam lateral movement and drop beam construction,in order to provide some references for trough beam lateral movement construction.

关 键 词：桥梁工程 槽形梁 横移施工 

分 类 号：U445.4[建筑科学—桥梁与隧道工程]