摘要
本文分析了水工混凝土冻融破坏的原因,并针对破坏原因提出了提高水工混凝土抗冻性能的技术措施。
This paper analyses the causes of hydraulic structure concrete destroyed by freezing - thawing , and puts forward technical measures for improving its freez -proof performance.
出处
《吉林水利》
2003年第6期22-23,共2页
Jilin Water Resources
关键词
水工混凝土
输水涵洞
裂缝
渗水
吸附力
concrete
destroyed by freezing-thawing
water reducer
exhaust agent
