Early Age Properties Development of Concrete with Different Slag Contents

A. Darquennes, S. Staquet, A. Kamen, M. Delplancke-Ogletree, B. Espion
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引用次数: 5

Abstract

This paper describes how slag cement concrete is characterized with many advantages, which leads to its intensive use in the construction industry in Belgium. However, it may exhibit a high sensitivity to cracking at early age in case of restrained shrinkage. The understanding of this behavior involves an in-depth analysis of the early age deformations. First, an experimental investigation of the mechanical properties (compression strength, elastic modulus) and the microstructure evolution (hydration kinetic and hydrates development) was performed on three concretes containing different slag proportions (0%, 42% and 71% of the mass of binder), but with identical total binder content, in order to understand the effect of slag on these parameters. Second, the autogenous deformations were measured from casting time on concrete cylinders under isothermal conditions. The apparent activation energy and the time of initial set were also evaluated in order to analyze these deformations. The apparent activation energy is used to convert the actual age into equivalent age to express the concrete properties independently of the temperature variations. The time of initial set from which the strains are expressed is determined by ultrasonic detection and by the Kelly-Bryant method.
不同矿渣掺量混凝土早期性能的发展
本文介绍了矿渣水泥混凝土的诸多优点,使其在比利时建筑业得到广泛应用。然而,在抑制收缩的情况下,它可能在早期表现出对开裂的高度敏感性。对这种行为的理解涉及对早期变形的深入分析。首先,通过试验研究了矿渣掺量为0%、42%和71%但总掺量相同的三种混凝土的力学性能(抗压强度、弹性模量)和微观结构演变(水化动力学和水化发育),以了解矿渣掺量对这些参数的影响。其次,在等温条件下,测量了混凝土圆柱体自变形随浇筑时间的变化。通过计算表观活化能和初始凝固时间,对变形进行了分析。采用表观活化能将实际龄期转化为等效龄期,以表达不受温度变化影响的混凝土性能。通过超声检测和Kelly-Bryant法确定应变表达的初始凝固时间。
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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