摘要
钢护筒常用于水中桩基施工的临时措施,作为永久构造并考虑参与桩基受力,研究钢护筒复合桩基的承载能力。以某座黄河桥为例,对比计算钢护筒复合桩基和钢筋混凝土桩基在地震作用下的承载能力,结果表明:考虑钢护筒参与受力后,桩基承载能力显著提升,有效提升了高地震区桥梁桩基的抗震设计。为提高钢护筒复合桩基与承台连接的可靠性,设计了一种钢护筒与承台的刚性锚固构造。
Steel casing is commonly used as a temporary measure for the construction of underwater pile foundation.It is designed as a permanent structure and considered to participate in pile foundation stress.The bearing capacity of steel casing composite pile foundation is studied.Taking a Yellow River bridge as an example,the bearing capacity of steel casing composite pile foundation and reinforced concrete pile foundation under earthquake action is compared and calculated.The results show that after considering the steel casing participating in the stress,the bearing capacity of pile foundation is significantly improved,which effectively solves the seismic design of bridge pile foundation in high earthquake areas.In order to improve the reliability of the connection between the steel casing composite pile foundation and the base slab,a rigid anchoring structure between the steel casing and the base slab is designed.
作者
陈辅一
CHEN Fuyi(Gansu Transportation Planning,Survey and Design Institute Co.,Ltd.,Lanzhou 730010,China)
出处
《城市道桥与防洪》
2025年第3期245-247,共3页
Urban Roads Bridges & Flood Control
基金
甘肃省科技计划(科技重大专项)(21ZD8JA003)。
关键词
钢护筒复合桩基
承载能力
腐蚀速率
锚固构造
steel casing composite pile foundation
bearing capacity
corrosion rate
anchoring structure
作者简介
陈辅一(1994-),男,硕士,工程师,从事高速公路桥梁设计工作。
