摘要
本次研究是用试验的方法,通过比较单因素、双因素和多因素作用组合对水泥混凝土抗渗性的影响,来分析各单因素在工程实际的多因素对水泥混凝土的综合作用中的影响以及对水泥混凝土抗渗性造成的实际影响。按照GB/T50082-2009试验规范,用RCM法进行抗氯离子渗透试验,得到混凝土渗透深度,从而计算氯离子在混凝土中的非稳态氯离子迁移系数来确定不同因素作用后的混凝土抗氯离子渗透性能。
The study operated in experiment method is aimed at investigating the role of each singte factor in actual engineering multiple factors action on cement concrete and the effect of each single factor on the impermeability of cement concrete, through the comparison of the impermeability of cement concrete experiencing single factor action, double factors action or multiple factors action. The impermeability of cement concrete experiencing different factors was reflected by non-steady state chloride migration calculated from penetration depth measured in the concrete' s resistance to chlorides ingression test in RCM method with reference to the test standard GB/TS0082- 2009.
出处
《中国科技信息》
2013年第10期83-84,共2页
China Science and Technology Information
关键词
水泥混凝土
抗渗性
多因素
干湿循环
碳化
冻融循环
cement concrete
impermeability
multiple factors
dry-wet cycie
carbonization
freezing-thawing cycles