摘要
针对钻孔灌注桩基础的设计进行论述,采用"丰海高桩墩台"程序模块计算桩的内力,复核采用后注浆工艺的钻孔灌注桩的单桩承载力并计算桩的配筋,进行了一系列的结构计算,从而得到了一些有益的结论。
This thesis discusses the design of cast-in-place pile foundation, adopts the internal force "Fenhai elevated pile caps and piers" program module calculation pile, checks and adopts single pile bearing capacity of cast-in-place pile of post-grouting technology and computes reinforcing quantity, and then carries on a series of structural calculation. Thus, it achieves some beneficial conclusions.
出处
《山西建筑》
2010年第35期93-95,共3页
Shanxi Architecture
关键词
风机基础
钻孔灌注桩
后注浆
wind turbine foundation, cast-in-place pile, post-grouting