福州某高层建筑预应力管桩基础质量事故浅析

The Simple Analysis On The Pre-Stress Pile Foundation Of The High-Storey Building In Fuzhou

通过某采用PHC管桩基础的工程,承载力检测时发现大部分工程桩的承载力与设计值相差较多,并根据相关检测资料了解分析引起该事故的原因,希望在设计及施工中引起广大工程技术人员的足够重视。

Through the projects by using the PHC pile foundation,it has been found that the bearing capacity are of great differences between the designing and the actual tested ones.And in accordance with the relevant test data,these causes of differences are further analyzed.It is hoped that these discoveries will cause the necessary attention of most engineers.