摘要
某钢结构厂房因使用功能改造,原地基承载力无法满足要求,需对其地基基础进行加固,考虑到地质情况、结构自重及场地限制等方面的因素,综合比选采用树根桩是针对该工程最合理的加固方案。
The bearing capacity of the original foundation of a steel structure factory building could not meet the requirement because of its functional transformation. It was necessary to reinforce its foundation. Considering the geological conditions,structural self-weight and site limitation,it was the most reasonable reinforcement scheme for this project to select tree-root piles.
作者
徐杨军
汪磊
眭中正
Xu Yangjun;Wang Lei;Sui Zhongzheng(Wuhan Constuction & Emerging Building Materials Green Industry Technology Co.,Ltd.,Wuhan 430056,China)
出处
《山西建筑》
2019年第13期55-56,共2页
Shanxi Architecture
关键词
结构功能改造
压力注浆
静压桩
树根桩
functional transformation of the structure
pressure grouting
static pressure pile
tree-root piles
