摘要
本文结合马来西亚东海岸铁路项目2标段的钢便桥实例,对钢便桥结构的进行设计、对桩基础的承载力和桩长进行计算、对用于沉桩的振动锤和吊车进行计算和选型。
In this paper,combined with the example of the steel temporary bridge in the 2nd section of the Malaysia East Coast Railway Project,the steel temporary bridge structure is designed,the bearing capacity and pile length of the pile foundation are calculated,and the vibration hammer and crane used for pile driving are calculated and selected.
作者
王业强
WANG Ye-qiang(CCCC Third Harbor Engineering Co.,Ltd.Ningbo Branch,Ningbo 315200,China)
出处
《价值工程》
2020年第34期127-128,共2页
Value Engineering
关键词
钢便桥
桩基础
承载力
桩长
振动锤
steel temporary bridge
pile foundation
bearing capacity
pile length
vibration hammer