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Effects of SP on flowability and cohesiveness of cement-sand mortar

机译:SP对水泥砂浆流动性和粘结性的影响

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摘要

The use of superplasticizer (SP) can effectively improve the flowability of concrete but adding an excessive dosage of SP, especially when the water content is high, may impair cohesiveness and thus cause segregation. This study was to evaluate the effects of SP on the rheology of mortar with different water contents. A number of cement-sand mortar samples were produced and tested for their flowability in terms of flow spread and flow rate, and for their cohesiveness using a microversion of the sieve segregation test. The results showed that the effects of SP on flowability and cohesiveness are dependent not only on the SP dosage but also on the water content. From these results, the "saturation dosage" for achieving highest flowability and the "segregation dosage" that would cause segregation were evaluated to provide design guidance. In-depth analysis revealed that the saturation dosage and segregation dosage are different and therefore should not be mixed up. Furthermore, for best overall flowability-cohesiveness performance, the highest permissible water content plus a relatively low SP dosage should be adopted.
机译:使用高效减水剂(SP)可以有效地改善混凝土的流动性,但是添加过量的SP,尤其是当水含量高时,可能会削弱内聚力,从而导致偏析。本研究旨在评估SP对不同含水量砂浆流变学的影响。生产了许多水泥砂浆样品,并使用微筛分偏试验测试了其流动性(流动分布和流速)以及内聚性。结果表明,SP对流动性和内聚性的影响不仅取决于SP的用量,还取决于含水量。从这些结果中,评估了用于实现最高流动性的“饱和剂量”和将引起偏析的“偏析剂量”,以提供设计指导。深入分析表明,饱和剂量和偏析剂量不同,因此不应混淆。此外,为了获得最佳的总体流动性和内聚性,应采用最高允许水含量加上相对较低的SP用量。

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