首页 | 本学科首页   官方微博 | 高级检索  
     

钻孔灌注摩擦桩配筋长度探讨
引用本文:郭继业,林伟达. 钻孔灌注摩擦桩配筋长度探讨[J]. 山西建筑, 2010, 36(19): 126-128
作者姓名:郭继业  林伟达
作者单位:珠海市规划设计研究院市政二所,广东,珠海,519002
摘    要:分析了过去钻孔灌注摩擦桩的配筋状况,在明确现行规范对钻孔灌注摩擦桩配筋要求的基础上,提出关于优化其配筋长度的设想及建议,从而确保桩基受力安全。

关 键 词:钻孔灌注摩擦桩  配筋长度  建议

On exploration of drill hole grouting friction pile's reinforcement length
GUO Ji-ye,LIN Wei-da. On exploration of drill hole grouting friction pile's reinforcement length[J]. Shanxi Architecture, 2010, 36(19): 126-128
Authors:GUO Ji-ye  LIN Wei-da
Affiliation:GUO Ji-ye LIN Wei-da
Abstract:The paper analyzes the reinforcement of previous drill hole grouting friction pile,and points out the idea on optimizing its reinforcement length and some suggestions based on the regulations on the reinforcement requirements of the drill hole grouting friction pile,so as to ensure the stressed safety of the pile foundation.
Keywords:drill hole grouting friction pile  reinforcement length  suggestions
本文献已被 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号