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掺合料混凝土导电量与气体渗透系数的相关性研究
作者:王振 王中平 郁群 翁友法 
单位: 
关键词:关键词:混凝土导电量 气体渗透系数 微裂纹 氯离子迁移量 相关性 
分类号:
出版年,卷(期):页码:2011,32(3):49-53
摘要:

摘要:由于混凝土渗透性能的不同检测方法各有优缺点,探讨几种渗透性能指标间的相关性已成为一种趋势。文
章采用ASTM C1202 直流电量法和Cembureau法探讨掺合料混凝土导电量与气体渗透系数两种耐久性指标间的相关
性,并就电极溶液中氯离子的迁移量和导电量的关系进行讨论。结果表明:掺合料混凝土导电量与气体渗透系数之
间存在线性相关性,其换算关系还需要更系统的实验来确立;在对以导电量直接评价混凝土抗氯离子渗透性能有所
质疑时,可以考虑将实际的氯离子迁移量(阴极溶液氯离子减少量、阳极溶液氯离子增加量、氯离子渗透深度) 作
为评价混凝土抗氯离子渗透性能的一个辅助指标;干燥引发的微裂纹会导致混凝土导电量明显提高。

Abstract:Since different detection methods of concrete permeability have both advantages and disadvantages,the study of the
correlation between several permeability indexes has become a trend. This paper dicusses the correlation between the durability
indexes of charge passed and air permeability coefficient of the mineral admixture modified concrete,and the relation between
the amount of chloride-ion migration and charge passed by ASTM C1202 Method and Cembureau Method. The results indicate
that: the linear correlations between charge passed and gas permeability coefficient, and the amount of chloride-ion migration
were found to be significant. The chloride-ion migration amount (Decrement of chloride-ion in cathode cell,Increment of
chloride-ion in anode cell, Chloride penetration depth) can be considered as one quantitative indexes of concrete permeability
while it is not proper to directly measure the chloride permeability of concrete only by charge passed. In addition, the
micro-crack induced by drying will cause the charge passed improved obviously.

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