含粘土和粉煤灰水泥浆体的絮凝性能

N. Tregger, H. Knai, Surendra P. Shah
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引用次数: 3

摘要

本文描述了在当今的建筑世界中,混凝土的新鲜状态如何在进一步发展应用类型方面变得越来越重要。自固结混凝土等新技术的产生依赖于搅拌和浇筑后最初几个小时内水泥浆的微观结构变化。这些微观结构的变化反映了悬浮颗粒之间的絮凝作用。改变这种行为的能力可以控制混凝土的流动性和形状稳定性之间的平衡。本研究采用离心法确定水泥浆体内部局部体积分数(泥沙区体积分数)与压屈服应力的关系。基于这一关系,可以测量不同外加剂(如粘土和粉煤灰)在流动性和形状稳定性之间平衡的有效性。结果与在水泥膏体混合料中进行的示例混凝土混合料的绿色强度试验一致。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Flocculation Behavior of Cement Pastes Containing Clays and Fly Ash
This paper describes how the fresh state of concrete is becoming increasingly more important in furthering the types of applications in today’s construction world. Processing techniques that have resulted in new technologies such as self-consolidating concrete depend on the microstructural changes within the cement paste during the first hours after mixing and placing. These changes to the microstructure reflect flocculation between particles in suspension. The ability to modify this behavior allows control over the balance between flowability and shape-stability of concrete. This study uses a centrifuge method to determine the relationship between local volume fraction (volume fraction of the sediment region) and compressive yield stress within cement pastes. Based on this relationship, the effectiveness that different admixtures such as clays and fly ash have on the balance between flowability and shape-stability can be measured. Results are consistent with green strength tests performed on example concrete mixes derived from the cement paste mixes.
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