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摘要:
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采用化学分析方法,测定了高强混凝土(HSC)和高性能混凝土(HPC)在3种氯盐环境中的自由氯离子分布规律。根据F ick第二扩散定律和相关公式计算了混凝土中氯离子扩散的劣化效应系数(K)。结果表明:在除冰盐环境下,不掺掺合料的HSC存在劣化现象;掺加粉煤灰(FA)的HPC不存在劣化现象;掺加硅灰(SF)能减小混凝土的劣化程度,掺量为5%时效果最佳;双掺硅灰和粉煤灰(SF+FA)的HPC不存在劣化现象。
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The distributive law of free chloride ion of high strength concrete(HSC)and high performance concrete(HPC)were determined by use of the method of chemical analysis in three kinds of de-icing salt environments.The degradation index(K)of chloride ion diffusion of concrtet was calculated according to the second Fick diffusion law and correlation formula.The results show HSC without admixtrues has degradation phenomenon,and there is no degradation phenomenon in HPC mixed with fly ash(FA).The degradation degree of concrtet can be reduced by mixing silica fume(SF),the mix ratio of 5% is best.There is no degradation phenomenon in HPC mixed with silica fume and fly ash.
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参考文献:
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[1]Mangat P S,Limbachiya M C.Effect of Initial Curing onChloride Diffusion in Concrete Repair Materials[J].Cementand Concrete Research,1999,29(9):1 475-1 485.
[2]Midgley H G and Illston J M.Effect of Chloride Penetrationon the Properties of Hardened Cement Pastes[A].Proc 8thInter Symp on Chem of Cem[C].Rio de Janeiro,1986,(7):101-103.
[3]陈浩宇,余红发,李美丹,等.高强高性能混凝土在沈阳除冰盐环境下的氯离子扩散行为[J].混凝土,2006,(1):23-26.
[4]Andersen A.‘HETEK,Investigation of Chloride Penetrationinto Bridge Columns Exposed to De-icing salt’[R].TheDanish Road Directorate,1996.
[5]吴中伟,廉慧珍.高性能混凝土[M].中国铁道出版社,1999.
[6]JTJ270-1998,水运工程混凝土试验规程[S].
[7]龙广成.低水胶比水泥基材料的自收缩[J].混凝土与水泥制品,2001,(4):3-5.
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