盐蚀混凝土性能试验研究

Research on experiments of concrete performance featuring for saline substance attack

以混凝土氯盐腐蚀试验为基础,研究了受氯离子腐蚀后C20,C30两种强度混凝土的氯离子渗透深度、不同深度处氯离子含量以及受腐蚀后混凝土的抗压强度变化规律,并对其原因做了初步分析,为混凝土构件以及结构的耐久性系统的研究打下了坚实的基础。

Taking the concrete chloride corrosion experiments as the foundation,the paper researches the chloride ion penetration depth of C20 and C30 strength concrete after the chloride corrosion,the contents of the chloride ion of the various depths,and the change law for the compressive strength of the concrete after the corrosion,and undertakes the primary analysis of the reasons,so as to lay the steady foundation for the research on the concrete components and its structural durable system.