影响混凝土氯离子电通量因素的试验研究与分析

    Experimental Study and Analysis of Influencing Factors on Concrete's Chloride Ion Penetration

    • 摘要: 选用国内具有代表性的铁道工程混凝土配合比,按照铁道行业混凝土电通量测试方法,对影响混凝土氯离子电通量变化的各因素进行了一系列试验.结果表明,试件养护龄期、掺合料掺量和掺合料品种是影响混凝土电通量的主要因素.混凝土的电通量随养护龄期的持续延长而逐渐降低,采用56 d养护龄期评定测试结果比较合理.电通量随着粉煤灰和矿粉掺量的增加呈现降低的趋势,粉煤灰降低电通量效果优于矿粉,掺量达到40%时两者效果接近.混凝土配合比其他参数如水胶比、含气量、水泥和减水剂品种对电通量的影响较小.

       

      Abstract: Based on representative concrete design mixes used in the domestic railway project,the concrete's chloride-ion penetration is studied and its influencing factors are also analyzed.Results show that concrete curing age,type,and volume of mineral admixtures are the main influencing factors of concrete's chloride ion penetration.With the concrete curing age extending,the chloride-ion penetration value lowers and it is reasonable to evaluate test results through curing age of 56 days.Adding the volume of fly ash and ground granulated blast furnace slag(GGBS),the chloride-ion penetration value declines.The effect of reducing concrete's chloride ion penetration of fly ash is much better than that of GGBS,and both effects are almost equal when the volume reaches 40%.Other concrete mixed parameters,such as water binder ratio,air content,and types of cement and super plasticizers are less important influencing factors.

       

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