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Influence of internal curing on the pore size distribution of high strength concrete

机译:内部固化对高强度混凝土孔径分布的影响

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摘要

Internal curing methods, which supply water inside concrete using highly absorbent materials, have been investigated to reduce early-age shrinkage in high strength concrete. This study investigates changes in the concrete pore structure caused by internal curing. High strength concrete was mixed with 0-25% replacement of fine aggregate with expanded lightweight aggregate, the compressive strength and autogenous shrinkage of the specimens were measured, and a micropore analysis was performed. The increase in shrinkage reduction with increasing expanded lightweight aggregate replacement was confirmed, observing that the hydration and meso-pore concentration in the cement matrix increased, resulting in a denser structure. (C) 2018 Elsevier Ltd. All rights reserved.
机译:已经研究了内部固化方法,该方法使用高吸收性材料在混凝土内部供水,以减少高强度混凝土的早期收缩。这项研究调查了由内部固化引起的混凝土孔隙结构的变化。混合高强度混凝土,用膨胀的轻质骨料替代0-25%的细骨料,测量样品的抗压强度和自生收缩率,并进行微孔分析。证实了减少收缩随增加的轻质骨料替代物的增加而增加,观察到水泥基体中的水合作用和中孔浓度增加,从而导致更致密的结构。 (C)2018 Elsevier Ltd.保留所有权利。

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