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Influence of the physicochemical properties of Portland cement on the strength of reactive powder concrete

机译:波特兰水泥物理化学特性对反应性粉体混凝土强度的影响

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The paper presents an analysis of mechanical properties and microstructure of reactive powder concretes RPC manufactured with the use of three different industrial Portland cements diversified in terms of the strength class (42.5 and 52.5), chemical and mineral composition as well as specific surface area. All developed materials were subjected to three different hydrothermal curing conditions. The test results confirm that the factors most influencing the consistency of the concrete mixture are the chemical and mineralogical composition of the binder. However, it appears that when it comes to mechanical properties, the factor which plays the crucial role is the specific surface area of cement. For one of the analysed cements, due to its favourable chemical and mineralogical composition, it was possible to limit the value of W/B ratio up to 0.17, without adversely affecting the properties of the concrete mixture. Nevertheless, it has not contributed to any spectacular increase in strength as compared to materials based on the cement with the largest surface area, where the minimum realizable W/B ratio was 0.20.
机译:本文介绍了机械性能和与所述使用三个不同的工业波特兰水泥制造的反应性粉末混凝土RPC的微结构的分析多元化的强度等级(42.5和52.5),化学和矿物组合物,以及特定的表面面积方面。所有发达材料进行三种不同的水热固化条件。试验结果证实,大多数影响混凝土混合物的稠度的因素是粘合剂的化学和矿物组合物。然而,似乎当它涉及到的机械性能,起到了关键的作用因素是水泥的比表面积。对于所分析的水泥,由于其良好的化学和矿物组合物的一个,有可能的W / B比高达值限制为0.17,而混凝土混合物的性能产生不利影响。尽管如此,相比于材料基于具有最大的表面积,其中最小可实现的W / B比为0.20的水泥它无助于强度的任何增加壮观。

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