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An experimental study on the properties of resistance to diffusion of chloride ions of fly ash and blast furnace slag concrete

机译:粉煤灰和高炉矿渣混凝土抗氯离子扩散性能的试验研究

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This paper uses the Nernst-Einstein equation to calculate the diffusion coefficient of chloride ions of high-performance concrete (HPC), analyzing and discussing the property of resistance to chloride ion of HPC with fly ash or blast furnace slag. The experimental results show that the diffusion coefficient of chloride ion increases with the rise of the water-binder ratio and decreases with the rise of quantity of fly ash or blast furnace slag. That is to say, the diffusion coefficient of chloride ions is not only related to the water-binder ratio but also to the quantity and the type of additive. Both the fly ash concrete and blast furnace slag concrete have good resistance to chloride ions. Their diffusion coefficients of chloride ions are lower than 10~(-9) cm~2/s.
机译:本文利用能斯特-爱因斯坦方程来计算高性能混凝土(HPC)中氯离子的扩散系数,分析和讨论了粉煤灰或高炉矿渣对高性能混凝土的耐氯离子性能。实验结果表明,氯离子的扩散系数随水灰比的增加而增加,随粉煤灰或高炉矿渣量的增加而减小。也就是说,氯离子的扩散系数不仅与水结合率有关,而且与添加剂的数量和种类有关。粉煤灰混凝土和高炉矿渣混凝土均具有良好的抗氯离子性。氯离子的扩散系数小于10〜(-9)cm〜2 / s。

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