粉煤灰混凝土的氯离子结合性能
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国家自然科学基金资助项目(51108442,51278260);中国博士后基金资助项目(2012M521380);山东省博士后创新基金资助项目(201203106)


Chloride Binding Capacity of Fly Ash Concrete
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    摘要:

    采用干湿交替方式研究了粉煤灰混凝土的氯离子结合性能,得到了混凝土中自由氯离子含量和总氯离子含量的分布,探讨了粉煤灰对氯离子结合性能的影响,分析了氯离子结合性能随深度的变化规律.结果表明:粉煤灰的掺入提高了混凝土中的结合氯离子含量,但粉煤灰混凝土的氯离子结合率和相对氯离子结合系数均低于未掺粉煤灰混凝土,且两者均随着粉煤灰掺量的增加呈降低趋势;混凝土中结合氯离子含量随深度的增加呈先降低再升高的趋势;氯离子结合能力随深度的增加呈上升趋势并逐渐趋于平稳.

    Abstract:

    The chloride binding capacity of fly ash concrete was studied by wet dry alternation method, then the distributions of free chloride content and total chloride content in concrete were obtained. The effect of fly ash on chloride binding capacity was discussed, and the change rule of chloride binding capacity with depth was analyzed. The results show that content of binding chloride in concrete increases due to the addition of fly ash. But chloride binding rate and relative chloride binding coefficient of fly ash concrete are less than the ones of ordinary concrete, and tend to decrease with the increase of fly ash content. With the increase of depth, the content of binding chloride first decreases and then increases, and the chloride binding capacity increases and then basically keeps stable.

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孙丛涛,宋华,牛荻涛,张鹏,侯保荣.粉煤灰混凝土的氯离子结合性能[J].建筑材料学报,2016,19(1):35-39

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  • 收稿日期:2014-10-15
  • 最后修改日期:2014-12-22
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  • 在线发布日期: 2016-03-08
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