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Effect of the cement type on compatibility with carboxylate superplasticisers

机译:水泥类型对与羧酸盐高效减水剂相容性的影响

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An empirical study was conducted to gain a fuller understanding of the interactions taking place in cementsuperplasticiser systems. To this end, two clinkers of known chemical and phase composition were prepared in this study to gain insight into such interactions. One contained no tricalcium aluminate (C1), while the other had a 9% C3A content (C2). These clinkers were ground to approximately 340 m 2 /kg and blended with gypsum only or gypsum and Klein compound (3CaO·3Al 2 O 3 ·CaSO 4 ) (1, 2). Sufficient compound was added to C1 to ensure the formation of about the same amount of ettringite after 0.5 and 1 h of hydration as found in cement C2 + gypsum. The admixture used was a carboxylate superplasticiser. Rheology measurements showed that while paste yield stress was correlated to ettringite formation, no such simple relationship was observed for plastic viscosity. Plastic viscosity depended on the total hydrates formed, i.e., not only as ettringite but also as C-S-H gel. The findings revealed that in clinkers with very low sulfate and potassium contents, the rheology of carboxylate-containing cement paste is primarily controlled by ettringite formation.
机译:进行了一项经验研究,以更全面地了解水泥减水剂系统中发生的相互作用。为此,在本研究中制备了两个已知化学组成和相组成的熟料,以深入了解此类相互作用。一个不包含铝酸三钙(C1),而另一个具有9%的C3A含量(C2)。将这些熟料研磨至约340 m 2 / kg,并与仅石膏或石膏和克莱因化合物(3CaO·3Al 2 O 3·CaSO 4)(1、2)混合。将足够的化合物添加到C1中,以确保在水合0.5和1小时后形成与水泥C2 +石膏中大约相同量的钙矾石。所用的混合物是羧酸类高效减水剂。流变学测量表明,尽管糊的屈服应力与钙矾石的形成相关,但没有观察到塑性粘度的这种简单关系。塑性粘度取决于形成的总水合物,即不仅作为钙矾石而且还作为C-S-H凝胶。研究结果表明,在硫酸盐和钾含量非常低的熟料中,含羧酸盐的水泥浆的流变性主要受钙矾石形成的控制。

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