摘要
新建污水处理厂二沉池发生的池壁开裂变形事故,通过对事故原因分析确认并对两种设计方案的比较,确定了最终的加固技术方案。经加固施工后的3个月投产试用,观测数据证明事故分析准确,补强加固技术方案合理。
New sewage treatment plant secondary settling tank wall crack and deformation occurred in the accident,confirmed by analysis of the cause of the accident and comparison of two designs,reinforeement techniques to determine the final progranx After three months aRer con- struction reinforcement production trial,the observations prove that the accident analysis is accurate,reasonable technical solutions reinforcement.
出处
《广东土木与建筑》
2011年第8期40-43,共4页
Guangdong Architecture Civil Engineering
关键词
二沉池
池壁开裂变形
补强加固
secondary settling tank
wall crack and deformation
reinforcement
