MODIFICATION OF CEMENTITIOUS MATRIX OF RAPID-HARDENING HIGH-PERFORMANCE CONCRETES

I. Kirakevych, M. Sanytsky, Orest Shyiko, Roman Kagarlitsky
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引用次数: 1

Abstract

The paper presents the results of research concerning the peculiarities of modern High Performance Concretes based on cementitious systems "Portland cement – active mineral additives – micro fillers – superplasticizers – accelerators of hardening". Physico-chemical regularities of structure formation of super plasticized cementitious systems are established. It is shown that the formation of secondary fine ettringite due to the interaction of active alumina with calcium hydroxide and gypsum in the non-clinker part of the binder because of the effect of "self-reinforcement" compensates for shrinkage and increases the strength of the cementitious system. The modification of the cementitious matrix makes it possible to obtain Rapid Hardening High Performance Concretes that provide early loading and turnover of the formwork of monolithic constructions.
快速硬化高性能混凝土胶凝基质的改性研究
本文介绍了基于“硅酸盐水泥-活性矿物添加剂-微填料-高效减水剂-加速硬化剂”胶凝体系的现代高性能混凝土特性的研究结果。建立了超塑化胶凝体系结构形成的物理化学规律。结果表明,活性氧化铝与氢氧化钙和石膏在粘结剂的非熟料部分发生“自增强”作用,形成次生细钙矾石,补偿了胶凝体系的收缩,提高了胶凝体系的强度。胶凝基质的改性使得获得快速硬化高性能混凝土成为可能,这种混凝土可以提供整体结构模板的早期加载和周转。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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