The Influence of the Mixing Time in the Rheological Behavior of Cement Pastes

F. Bertolucci, M. Barbosa, G. Maciel, F. Santos, F. Salles
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Abstract

This paper describes how rheology has the objective to study the flux and deformation of materials that are submitted to some tension or outer mechanical solicitation. In practice, the effective scientific field broached by rheology is restricted only to the study of homogeneous fluids behavior, in which eminent liquids are included, particles suspensions, and emulsions. The viscosity (h) and the yield stress (t0) are the two basic values that define the fluids’ behavior. The first one is the proportionality constant that relates the shear rate (g) with the shear stress (t) applied, while the second indicates the minimal tension for the flowage beginning. The fluids that obey the Newton’s relation – Newtonians fluids – display the constant viscosity and the null yield stress. It’s the case of diluted suspensions and grate amount of the pure liquids (water, acetone, alcohol, etc.) in which the viscosity is an intrinsic characteristic that depends on temperature and, in a less significant way, pressure. The suspension, titled “Cement Paste,” is defined as being a mixture of water and cement with, or without, a superplasticizer additive. The cement paste has a non-Newtonian fluid behavior (pseudoplastic), showing a viscosity that varies in accord to the applied shear stress and significant deformations are obtained from a delimited yield stress. In some cases, systems can also manifest the influence of chemical additives used to modify the interactions fluid/particles, besides the introduced modifications by the presence of incorporated air. To the cement paste the rheometric rehearsals were made using the rheometer R/S Brookfield that control shear stress and shear rate in accord to the rheological model of Herschel-Bulkley that seems to better adapt to this kind of suspension’s behavior. This paper shows the results of rheometrical rehearsals on the cement paste that were produced with cements HOLCIM MC-20 RS and CP-V-ARI RS with the addition of superplasticizer additives based of napthaline and polycarboxilate, with and without a constant agitation of the mixture. The obtainment of dosages of superplasticizer additives, as well as the water/cement ratio, at the cement at the fluidity rate determination, was done in a total of 12 different mixtures. It’s observed that the rheological parameters seem to vary according to the cement type, the superplasticizer type, and the methodology applied at the fluidity rate determination.
搅拌时间对水泥浆体流变特性的影响
本文描述了流变学的目的是如何研究材料在某种张力或外部机械作用下的通量和变形。在实践中,流变学的有效科学领域仅限于均匀流体行为的研究,其中包括杰出的液体、颗粒悬浮液和乳液。粘度(h)和屈服应力(t0)是定义流体行为的两个基本值。第一个是将剪切速率(g)与施加的剪切应力(t)联系起来的比例常数,而第二个表示流动开始时的最小张力。服从牛顿关系的流体——牛顿流体——具有恒定的粘度和零屈服应力。这是稀释悬浮液和纯液体(水、丙酮、酒精等)的情况,其中粘度是一个内在特征,它取决于温度,而压力则不太重要。这种名为“水泥浆料”的悬浮液被定义为水和水泥的混合物,可以添加或不添加高效减水剂添加剂。水泥浆体具有非牛顿流体特性(假塑性),其粘度随施加的剪切应力而变化,并且从限定的屈服应力中获得显著的变形。在某些情况下,系统还可以表现出用于改变流体/颗粒相互作用的化学添加剂的影响,除了通过掺入空气的存在引入的修改。对于水泥浆体,采用R/S Brookfield流变仪进行流变预演,该流变仪控制剪切应力和剪切速率符合Herschel-Bulkley流变模型,该模型似乎更适应这种悬浮液的行为。本文展示了用水泥HOLCIM MC-20 RS和CP-V-ARI RS制备的水泥浆体在加入以萘和聚羧酸酯为基础的高效减水剂添加剂的情况下,在不断搅拌和不搅拌的情况下的流变学预演结果。在流动率确定的水泥中,共进行了12种不同的混合物,获得了高效减水剂添加剂的用量,以及水灰比。观察到,流变性参数似乎随水泥类型、高效减水剂类型和流动率测定方法的不同而变化。
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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