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首页> 外文期刊>Journal of thermal analysis and calorimetry >The hydration properties of blended cement containing ultrafine fly ash with particle size less than 17 mu m from the circulating fluidized bed combustion of coal gangue
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The hydration properties of blended cement containing ultrafine fly ash with particle size less than 17 mu m from the circulating fluidized bed combustion of coal gangue

机译:含有超细粉煤灰的混纺水泥的水化性能,粒径小于17μm的煤矸石循环流化床燃烧

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摘要

This paper presents the proposal of the particle size range of circulating fluidized bed fly ash (CFA) that was positively associated with properties of blended cement by gray correlation analysis. Then, the hydration characteristics of blended cement containing ultrafine CFA (UCFA) with the above-suggested particle size distribution are studied from the physical and mechanical properties, hydration heat, non-evaporable water content, morphologies and pore structure. The results show that there is a positive association between CFA particles of less than 17 mu m (especially 3-8 mu m) and property of blended cement, while there is a negative association for particles of more than 17 mu m, so the particles content of less than 17 mu m should be improved in CFA as much as possible. The industrial UCFA, whose particle content of less than 17 mu m reaches 98.18%, is prepared. The blended cement containing 10% UCFA possesses excellent properties, which ever surpasses pure portland cement. Furthermore, the physical and mechanical properties of blended cement containing no more than 30% UCFA meets the Chinese cement standard of 42.5 grade. With increase in the addition amount of UCFA, the hydration rate and degree of blended cement are gradually decreased and the influence is small at the addition amount of no more than 30%. The addition of 10% UCFA can optimize the pore structure of cement system, and the effect of 30% UCFA on the microstructure of cement gradually decreases with ages.
机译:本文介绍了循环流化床粉煤灰(CFA)的粒度范围的提议,其通过灰色相关分析与混合水泥的性质正相关。然后,利用具有上述粒度分布的混合水泥的混合水泥的水合特性,从物理和机械性能,水合热,非蒸发的水含量,形态和孔隙结构中研究了上述粒度分布。结果表明,CFA颗粒在少于17μm(特别是3-8μm)和混合水泥的性质之间存在正相关,而混合水泥的性能,则对于超过17μm的颗粒存在负关联,因此颗粒应尽可能地在CFA中提高小于17μm的含量。制备其颗粒含量小于17μm的工业UCFA达到98.18%。含有10%UCFA的混纺水泥具有优异的性能,其超越纯粹的波特兰水泥。此外,含有不超过30%UCFA的混纺水泥的物理和力学性质符合42.5级水泥标准。随着UCFA的添加量的增加,水合速率和混合水泥的程度逐渐降低,并且在添加量的不超过30%的情况下较小。添加10%UCFA可以优化水泥系统的孔结构,30%UCFA对水泥微观结构的影响逐渐减少。

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