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Influence of fine and ultrafine particles on the heat of hydration and the compressive strength of cement mortars

机译:细颗粒和超细颗粒对水化热和水泥砂浆抗压强度的影响

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This paper presents the results of the effect of fine inert and hydraulic fillers on the early hydration of mortars incorporating these powders. The activity of the mineral additives is assessed by measuring the heat of hydration of the different blended mortars which consist of 90percent Portland cement and 10percent admixture with a 0.45 water/binder ratio. During the early stages the fine particles accelerate the hydration rate by providing an increased number of nuclei sites for hydrates growth. These results concern the inert filler (alumina) and the hydraulic and/or pozzolanic microffillers (ultrafine calcite, silica fume and quartz powder). At very early stages the finest particles increase the compressive strength of blended mortars compared with control mortar. Moreover silica powders, especially silica fume, develop a pozzolanic activity which later increases the compressive strength.
机译:本文介绍了惰性细粉和水硬性填料对掺入这些粉末的砂浆早期水化效果的结果。矿物添加剂的活性通过测量不同掺合砂浆的水化热来评估,该掺合砂浆由90%的硅酸盐水泥和10%的水灰比为0.45的掺和料组成。在早期阶段,细颗粒通过为水合物生长提供更多数量的核位来加快水合速率。这些结果涉及惰性填料(氧化铝)和水力和/或火山灰微细填料(超细方解石,硅粉和石英粉)。与控制砂浆相比,在最早期阶段,最细的颗粒会提高混合砂浆的抗压强度。此外,二氧化硅粉末,特别是二氧化硅粉,具有火山灰活性,其随后增加了抗压强度。

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