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Properties of Cementitious Composites Containing Active/Inter Mineral Admixtures

机译:含活性/矿物间掺合料的水泥基复合材料的性能

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Fly ash and ground iron ore tailings with fineness similar to cement were used as active and inert mineral admixtures in this study. This paper examines the compressive strength development of plain mortar and blend mortar containing fly ash and ground iron ore tailing. The mortar was cured at the same curing regime and a different water to cementitious material ratio was used. The autogenous shrinkage is also detected in the first seven days. At the early stage of hydration, fly ash and ground iron ore tailings played a role as physical filler during the hydration of the cementitious composites. As age increases, the pozzolanic reaction of fly ash became dramatic. Concrete with fly ash and ground iron ore tailings has a similar trend of autogenous shrinkage. As the amount of fly ash and ground iron ore tailings increases, autogenous shrinkage linearly decreases and their autogenous shrinkage is similar to each other. The autogenous shrinkage of concrete in one day is more than the total shrinkage of 80% in seven days.
机译:细度与水泥相似的粉煤灰和磨碎的铁矿石尾矿用作活性和惰性矿物掺合料。本文研究了粉煤灰和含有粉煤灰和铁矿石尾矿的混合砂浆的抗压强度发展情况。砂浆在相同的固化方式下固化,并使用不同的水胶凝材料比率。在最初的7天中也检测到自发收缩。在水合早期,粉煤灰和铁矿石残渣在水泥基复合材料水合过程中起物理填充剂的作用。随着年龄的增长,粉煤灰的火山灰反应变得剧烈。粉煤灰和磨碎的铁矿石尾矿的混凝土具有类似的自发收缩趋势。随着粉煤灰和铁矿石残渣量的增加,自生收缩率线性降低,自生收缩率彼此相似。一天中混凝土的自发收缩率大于七天中80%的总收缩率。

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