摘要
研究了存在氯离子浓差的混凝土中钢筋表面的腐蚀面积率、失重率和宏电池腐蚀特征,并与均匀氯离子浓度相比较,阐明了在混凝土内存在氯离子浓差作用下钢筋表面的腐蚀机理.结果表明:钢筋表面存在氯离子浓差相对于均匀浓度腐蚀严重,浓差越大坑蚀越显著;因氯离子浓差在钢筋表面形成的大阴极小阳极比小阴极大阳极腐蚀更为严重,2种形式的宏电池腐蚀均比均匀腐蚀明显;并且,泌水作用加剧了混凝土内钢筋腐蚀.
Corroded area rate,weight loss rate and the macro cell corrosion of rebars in concrete subjected to concentration difference of chloride ion were investigated.In order to evaluate the corrosion mechanism of rebars,the corrosion behaviour of rebars in concrete under different chloride concentration difference were contrasted with that of the concrete contaminated with uniform chlorine ion concentration.Results indicated that compared with the concrete contaminated with uniform chlorine ion concentration,the rebars corroded area are higher in concrete under different chloride ion concentration difference,and the rebars corroded area are also higher in concrete in large cathode small anode contrasted with that of the condition in large cathode small anode.Furthermore,both of rebars corroded area are more serious than uniform chlorine ion concentration.
作者
耿俊迪
蒋义
姚森元
柳俊哲
GENG Jun-di;JIANG Yi;YAO Sen-yuan;LIU Jun-zhe(Faculty of Architectural, Civil Engineering and Environment, Ningbo University, Ningbo, 315211, China)
出处
《宁波大学学报（理工版）》
CAS
2017年第6期73-77,共5页
Journal of Ningbo University：Natural Science and Engineering Edition
基金
国家自然科学基金(51478227)
宁波市重大择优委托科技计划项目(2013C51006)
关键词
钢筋混凝土
氯离子浓差
阴阳两极面积比
宏电池腐蚀
reinforced concrete
chlorine ion concentration difference
area ratio of cathode and anode
macro cell corrosion
