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Internal Curing and Microstructure of High-Performance Mortars

机译:高性能砂浆的内部固化和微观结构

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While typically used to reduce early-age autogenous shrinkage and cracking, internal curing will also strongly influence the microstructure that is produced in cement-based materials. In this paper, the microstructure of a set of three different blended cement high-performance mortars produced with and without internal curing will be compared. For these mortars with a water-cementitious material ratio of 0.3 by mass, internal curing has been provided by the addition of pre-wetted lightweight fine aggregates. Their microstructures have been examined after 120 days of sealed curing using scanning electron microscopy of polished surfaces in the back-scattered electron imaging mode. Clear distinctions between the microstructures produced with and without internal curing are noted, including differences in the unreacted cementitious content, the porosity, and the microstructure of the interfacial transition zones between sand grains (normal and lightweight) and the hydrated cement paste. These microstructural observations will be related to previously measured performance attributes such as autogenous deformation and compressive strength development.
机译:虽然内部固化通常用于减少早期的自生收缩和龟裂,但其内部固化也会强烈影响水泥基材料中产生的微观结构。在本文中,将比较三种在不使用内部固化的情况下生产的三种不同掺合水泥高性能砂浆的微观结构。对于这些水硬性材料的质量比为0.3的砂浆,通过添加预润湿的轻质细骨料来提供内部固化。密封固化120天后,使用反向散射电子成像模式的抛光表面的扫描电子显微镜检查了它们的微结构。注意到在有内部固化和没有内部固化的情况下产生的微观结构之间的明显区别,包括未反应的胶结含量,孔隙率以及砂粒(正常和轻质)和水合水泥浆之间的界面过渡区的微观结构的差异。这些微观结构的观察将与先前测量的性能属性有关,例如自发变形和抗压强度的发展。

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