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大掺量矿粉抗氯盐高性能混凝土试验研究
引用本文:于震,杨红涛,刘飞.大掺量矿粉抗氯盐高性能混凝土试验研究[J].商品混凝土,2009(5).
作者姓名:于震  杨红涛  刘飞
作者单位:唐山曹妃甸混凝土有限公司;河北大元建业集团;
摘    要:本文通过试验论述了掺矿粉的高性能混凝土随水胶比、胶凝材料用量、矿粉掺量及细度等因素不同,其抗氯离子性能、抗压强度及碳化等耐久性能变化规律。试验结果表明,掺入矿粉使得混凝土抗氯离子渗透能力提高,早期强度降低,后期强度增大,但抗碳化能力降低。

关 键 词:高性能混凝土  矿粉  耐久性  抗氯盐  氯离子渗透系数  碳化  

Experimental study of large volume of chloride slag resistance of high performance concrete
Yu Zhen ,Yang Hongtao ,Liu Fei.Experimental study of large volume of chloride slag resistance of high performance concrete[J].Ready-mixed Concrete,2009(5).
Authors:Yu Zhen  Yang Hongtao  Liu Fei
Affiliation:1. Tangshan Caofeidian Concrete Ltd.;Hebei;Tangshan;063000;2. Dayuan Jianye Group of Hebei;Cangzhou;061000
Abstract:This article discusses the test of high performance concrete powder doped with water-cement ratio,the amount of cementitious materials,slag content and fineness of different factors such as its anti-chloride ion sexual performance,such as compressive strength and carbonation durability performance changes. Test results show that the incorporation of anti-SP makes concrete chloride ion penetration capacity,the strength reduces in the early,then the intensity increases at the late with the lower of the abilit...
Keywords:high-performance concrete  SP  durability  anti-chloride  chloride ion permeability coefficient  carbonation  
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