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Effects of Packing Density and Calcium- Silicon Ratio of Ternary Cementitious Material System on Strength of Reactive Powder Concrete

机译:三元水泥材料系统包装密度和钙硅比对反应性粉体混凝土强度的影响

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Aim & Goff model was used to predict the packing density of cementitious material including cement, ultra-pulverized fly ash and silica fume. The mix proportions of reactive powder concrete (RPC) with different packing density and calcium-silicon ratio of cementitious material were designed, and a strength test was carried out. The study results reveal that the flexural strength and compressive strength of RPC are related to the packing density and calcium-silicon ratio of cementitious material. For the mix proportion of RPC with the calcium-silicon ratio of 1.179, calcium hydroxide reacts with silicon dioxide fully, and the superfluous ultra-pulverized fly ash and silica fume fill the voids of RPC. The packing density of its cementitious material is the largest, and its strength approaches summit.
机译:AIM和GOFF模型用于预测水泥,超粉碎粉煤灰和二氧化硅烟灰的水泥材料包装密度。设计了具有不同填充密度和水泥材料钙 - 硅比的反应性粉末混凝土(RPC)的混合比例,并进行了强度试验。该研究结果表明,RPC的抗弯强度和抗压强度与水泥材料的填充密度和钙 - 硅比有关。为了将RPC的混合比例与1.179的钙 - 硅比例,氢氧化钙充分地与二氧化硅反应,多余的超粉碎粉煤灰和硅粉填充了RPC的空隙。其水泥材料的包装密度是最大的,其强度接近峰会。

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