摘要
结合波形钢腹板预应力组合连续箱梁桥工程实例,开展了该种桥型悬臂施工控制技术研究,重点论述了剪切变形、混凝土徐变对箱梁线形的影响,并给出了立模标高的计算方法,以供参考。
Based on the project example of PC composite box-girder with corrugated steel webs, research on cantilever construction control is performed, the effect of shear deformation and concrete creep on the box-girder deflection is mainly discussed, and the calculation method of the formwork placing elevation is given, which can provide reference for similar bridges.
出处
《山西建筑》
2015年第13期192-193,共2页
Shanxi Architecture
关键词
组合箱梁
波形钢腹板
线形控制
悬臂施工
composite box-girder, corrugated steel webs, linear control, cantilever construction