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掺矿渣微粉混凝土抗冻性能研究
引用本文:吴安利,何晓雁,郝庆丽.掺矿渣微粉混凝土抗冻性能研究[J].内蒙古工业大学学报,2014(2):144-147.
作者姓名:吴安利  何晓雁  郝庆丽
作者单位:内蒙古工业大学土木工程学院,呼和浩特010051
基金项目:内蒙古工业大学科学研究项目(ZS201008).
摘    要:本研究以掺入矿渣粉的C40及C50混凝土为基准,对不同掺量矿渣粉的混凝土抗冻融性能进行研究,在C40混凝土中等量掺入0%,10%,20%,30%,50%矿渣粉,C50混凝土中等量掺入0%,10%,30%,50%矿渣粉,实验结果表明C40,C50混凝土均在矿渣粉掺量为30%时抗冻性能最好,且对比C40与C50混凝土,C50混凝土的抗冻融性能强于C40混凝土。

关 键 词:矿渣微粉  混凝土  耐久性  抗冻融性能

Frost Resistance Study on Slag Powder Concrete
WU Anli,HE Xiaoyan,HAO Qingli.Frost Resistance Study on Slag Powder Concrete[J].Journal of Inner Mongolia Polytechnic University(Social Sciences Edition),2014(2):144-147.
Authors:WU Anli  HE Xiaoyan  HAO Qingli
Institution:(Civil Engineering Institute, Inner Mongolia University of Technology, Hohhot 010051)
Abstract:Frost resistance study on slag powder concrete was research in this paper .10% ,20% , 30% ,50% slag powder replaced cement was mixed in C40 concrete and 10% ,30% ,50% slag powder replaced cement was mixed in C50 concrete .Experimental results showed that frost resistance concrete on 30% slag powder replaced cement was the best and frost resistance on C 50 was better than C40 .
Keywords:Slag powder  Concrete  Durability  Frost resistance
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