硅酸盐水泥在诱导期和加速期的静态结构形成

IF 10.9 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Luca Michel, Lex Reiter, Antoine Sanner, Robert J. Flatt, David S. Kammer
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引用次数: 0

摘要

静止状态下新鲜水泥浆的结构形成以贮存模量和屈服应力的时间演化为特征,在水化诱导期,两者均随时间呈线性增长,进入加速期后呈指数演化。在此,我们通过将热量计和波特兰水泥的振荡剪切测量结合起来,在不同的 w/c 比值和无外加剂的情况下研究结构的形成,捕捉贮存模量如何随累积热量的变化而变化。这样就可以将水化动力学与静止时的堆积机制分离开来。我们得到了刚度与热量之间的指数关系,在诱导期和加速期的指数相同。这表明,至少在不使用外加剂的情况下,静止时的积聚在这两个时期是由相同的机制决定的。由于 C-S-H 决定了加速期静止时的堆积,因此我们推断感应期也存在同样的机制。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Structural build-up at rest in the induction and acceleration periods of Portland Cement

Structural build-up in fresh cement paste at rest is characterized by time evolutions of storage modulus and yield stress, which both increase linearly in time during the induction period of hydration, followed by an exponential evolution after entering the acceleration period. Here, we investigate structural build-up by coupling calorimetry and oscillatory shear measurements of Portland Cement at different w/c ratios and in the absence of admixtures, capturing how the storage modulus evolves with changes in cumulative heat. This allows the decoupling of hydration kinetics from the mechanisms dictating build-up at rest. We obtain an exponential relation between stiffness and heat, with the same exponent in both the induction and acceleration periods. This suggests that, at least in the absence of admixtures, the same mechanism dictates build-up at rest in both periods. Since it is understood that C-S-H dictates build-up at rest in the acceleration period, we deduce that the same mechanism holds in the induction period.

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来源期刊
Cement and Concrete Research
Cement and Concrete Research 工程技术-材料科学:综合
CiteScore
20.90
自引率
12.30%
发文量
318
审稿时长
53 days
期刊介绍: Cement and Concrete Research is dedicated to publishing top-notch research on the materials science and engineering of cement, cement composites, mortars, concrete, and related materials incorporating cement or other mineral binders. The journal prioritizes reporting significant findings in research on the properties and performance of cementitious materials. It also covers novel experimental techniques, the latest analytical and modeling methods, examination and diagnosis of actual cement and concrete structures, and the exploration of potential improvements in materials.
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