摘要
详细介绍了某办公楼沉管灌注桩基础的设计、工程桩的测试结果,对工程桩的质量事故原因进行了分析,并介绍了静压预制桩补强方案和补强效果.
The cause of quality accident of the driven cast-in-place pile foundation in an office building is analysed, and the strengthening scheme of using static pressure precast concrete pile and the strengthening effect are introduced for the foundation.
出处
《建筑结构》
CSCD
北大核心
2000年第5期57-59,共3页
Building Structure
关键词
沉管灌注桩
静压预制桩
补强
事故
driven cast-in-place pile
static pressure precast concrete pile
strengthening
