"Optimization of Silica Fume, Fly Ash and Amorphous Nano-Silica in Superplasticized High-Performance Concrete"

M. Collepardi, S. Collepardi, U. Skarp, R. Troli
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引用次数: 66

Abstract

Synopsis: The influence of some pozzolanic additions – such as silica fume, fly ash and ultra-fine amorphous colloidal silica (UFACS) – on the performance of superplasticized concrete was studied. Superplasticized mixtures in form of flowing (slump of 230 mm) or self-compacting concretes (slump flow of 735 mm) were manufactured all with a water-cement ratio as low as 0.44, in order to produce high-performance concretes (HPC). They were cured at room temperature (20°C) or steam-cured at 65°C in order to simulate the manufacturing of pre-cast members. Concretes with ternary combinations of silica fume (15-20 kg/m), fly ash (30-40 kg/m) and UFACS (5-8 kg/m) perform better – in terms of strength and durability – than those with fly ash alone (60 kg/m) and approximately as those with silica fume alone (60 kg/m). Due to the reduced availability of silica fume on the market, these ternary combinations can reduce by 60-70% the needed amount of silica fume for each pre-cast HPC element at a given performance level. Moreover, at later ages the strength reduction in steam-cured concretes with respect to the corresponding concretes cured at room temperature, is negligible or much lower in mixtures with the ternary combinations of pozzolanic additions.
超塑高性能混凝土中硅灰、粉煤灰和非晶纳米二氧化硅的优化
摘要:研究了硅灰、粉煤灰和超细无定形胶体硅(UFACS)等火山灰掺合物对超塑混凝土性能的影响。为了生产高性能混凝土(HPC),制备了流动型(坍落度230 mm)和自密实型(坍落度735 mm)的超塑化混凝土,水灰比均低至0.44。为了模拟预制构件的制造,它们在室温(20°C)下固化或在65°C下蒸汽固化。含有硅灰(15-20公斤/米)、粉煤灰(30-40公斤/米)和UFACS(5-8公斤/米)三元组合的混凝土在强度和耐久性方面比单独含有粉煤灰(60公斤/米)的混凝土表现更好,与单独含有硅灰(60公斤/米)的混凝土表现差不多。由于市场上硅粉的可用性减少,这些三元组合可以在给定性能水平下减少每个预制HPC元件所需硅粉量的60-70%。此外,在后期,蒸汽固化混凝土的强度降低相对于在室温下固化的相应混凝土,可以忽略不计,或者在与火山灰添加剂的三元组合的混合物中要低得多。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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