摘要
针对国家建筑标准设计图集中桩型不适用于抗拔桩的问题,根据PHC管桩及输电塔基础的特点,对管桩桩身抗拉强度、端板抗剪强度、桩的接头方式、桩与承台连接等进行了计算和分析,提出了相应的改进方案,并通过某工程进行了试验验证。结果证明,PHC管桩经改进后,能够提高桩身的抗拉强度,解决PHC管桩抗拔性能差的问题。
Since the pile shape cannot be used for anti- pulling pile in the design diagrams of national construction standards,according to the characteristics of PHC pipe pile and transmission tower foundation,this paper analyzes the tensile strength of pipe pile,shear strength of end- plate,joint mode of pile,and connection of pile and cap,and proposes relevant improvement scheme which is verified by a project. The result proves that the improved PHC pipe pile,the anti- pulling capacity being strengthened,is able to enhance tensile strength.
出处
《黑龙江电力》
CAS
2015年第2期168-171,174,共5页
Heilongjiang Electric Power
关键词
PHC管桩
输电线路
抗拔
铁塔基础
PHC pipe pile
transmission line
anti-pulling
iron tower foundation