挡水墙结构水池桩基受力实测及与计算结果对比分析  

Comparative Analysis of the Pile Foundation Tested and Calculated Stress on the Retainingwall Structure of Water Pond

作　　者：蒋平[1] 王长祥[1] 黄意兵[1] 刘飞[1] 李彤[1] 尚琳[1] 

机构地区：[1]中国市政工程华北设计研究总院,天津300074

出　　处：《特种结构》2011年第6期25-28,78,共5页Special Structures

摘　　要：结合某污水处理工程水池桩基受力检测的实测数据,通过对挡水墙结构水池的刚体结构计算模型和连续梁计算模型两种计算结果与工程实测值的分析对比,得出了对设计计算具有实际指导意义的结论。同时,对刚体结构计算模型中受力底板与构造底板分界点的位置进行了分析。The data of the pile foundation stress on water pond in one sewage treatment project has been obtained by the experiment.The pile foundation stress on the retaining wall structure of water pond has been calculated through the rigid body model and continuous beam model.Compared the calculation results with the experment data,the results show a practical and directional significance for design calculation.Meanwhile,the location of boundary point between stress floor and tectonic floor for rigid body model was also analyzed.

关 键 词：挡水墙结构 桩基应力实测 刚体计算模型 受力底板与构造底板分界点 

分 类 号：TU473.1[建筑科学—结构工程]