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Effect of different types of superplasticizer on fresh, Theological and strength properties of self-consolidating concrete

机译:不同类型的高效减水剂对自凝结混凝土的新鲜,流变学和强度性能的影响

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摘要

The effect of different types of superplasticizer on fresh, rheological and strength properties of self-consolidating concrete (SCC) was investigated. The admixtures had same main chain and same polymer structure but different molecular weight and different side chain density of carboxylic acid groups. Fresh concrete properties were determined by using the slump-flow, V-funnel, slump-flow loss and L-box tests. Besides, the rheological parameters including apparent yield stress and plastic viscosity were measured by using a concrete rheometer. The compressive strength, ultrasonic pulse velocity and dynamic elastic modulus of SCC mixtures were determined at 1,3,7 and 28 day ages. Test results indicated that V-funnel flow time, plastic viscosity and slump retention of SCC mixtures were affected by the side chains density of polymer considerably. It was observed that the compressive strength of SCC mixtures was also influenced slightly with the incorporation of different types of superplasticizers. The effect was more pronounced at early ages.
机译:研究了不同类型的高效减水剂对自凝结混凝土(SCC)的新鲜,流变和强度性能的影响。所述混合物具有相同的主链和相同的聚合物结构,但是具有不同的分子量和不同的羧酸基侧链密度。通过使用坍落度流,V型漏斗,坍落度流失和L箱试验确定了新鲜混凝土的性能。此外,使用混凝土流变仪测量了表观屈服应力和塑性粘度等流变参数。在1、3、7和28日龄下测定SCC混合物的抗压强度,超声脉冲速度和动态弹性模量。试验结果表明,SCC混合物的V型漏斗流动时间,塑性粘度和坍落度保持率受聚合物侧链密度的影响很大。观察到,加入不同类型的高效减水剂也会对SCC混合物的抗压强度产生轻微影响。在早期,这种作用更为明显。

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