大型钢筋混凝土水池渗漏机理及抗裂防渗技术措施  

Leakage Mechanism and the Measures of Crack Control Technology of the Large Reinforced Concrete Pool

作　　者：温晓英[1] 

机构地区：[1]中国市政工程华北设计研究总院,天津300074

出　　处：《特种结构》2013年第3期60-63,104,共5页Special Structures

摘　　要：本文阐述了混凝土水池的渗漏机理,对工程中常见的水池混凝土由干缩、温度、化学反应及沉陷等引起的几种主要的开裂形式作了介绍,分析了各种裂缝产生的原因,并从材料、施工及设计等方面讨论了提高水池防渗抗裂性能的几种技术措施。The mechanism of leakage of concrete pool was described in this paper, and several kinds of main crack form of concrete pool appear in engineering caused by the dry shrinkage, temperature, chemical reaction and subsidence were introduced. Then, analysis of the cause of the cracks, and discussion on some technical measures to improve crack resistance and impermeability from the aspects of material, construction and design were given out.

关 键 词：大型水池 裂缝形式及成因 控制措施 

分 类 号：TU755[建筑科学—建筑技术科学]