摘要
针对某农饮工程清水池施工中出现大面积裂缝的情况,经对池体抗浮验算、裂缝宽度计算及工程质量检测分析,得出施工中水池基坑未及时回填、降雨产生积水、地下水位升高、浮托力超过水池自重是造成池体裂缝的主要原因.工程通过采取有效的加固措施,使水池运行验收合格,为类似工程提供借鉴意义.
Aimed at the large area fissures condition which come into being in construc ting the clean water pond of a rural drinking water project and by the pond body checking computation against flotation,break width calculation and engineering quality detecting and analysis,the main reason of pond body break is that the pond excavation wasn't filled promptly,rainfall resulted in ponding and underground water level rised and the uplift pressure of the pond exceeded its dead load. The effective reinforcement measures was adopted and the operation acceptance of the pond passed. It can be referred for the similar projects.
出处
《江西水利科技》
2014年第3期212-216,共5页
Jiangxi Hydraulic Science & Technology
关键词
水池
裂缝原因
低压自流式排水灌浆
无收缩修复砂浆
高强环氧砂浆
Pond
Break reason
Low pressure gravity drainage grouting
No shrink repairing mortar
High strength epoxy mortar