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Influence of thickening agents on the adhesive and rheological properties of mortars

机译:增稠剂对砂浆粘合剂和流变特性的影响

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This paper presents an experimental study of adhesive and rheological properties of cement mortars proportioned with various contents of organic or mineral thickeners. Starting from a reference mortar formulation, we have investigated the effect of varying contents of a water-soluble polymer admixture and a bentonite-clay additive. To determine the adhesive properties the probe tack test was used. The tack test results have been exploited to identify the adhesion strength, the cohesion strength and the support’ adherence force. It is found that the cohesion component monotonically increases with bentonite content, while it displays a minimum when varying the polymer content. The behavior of the adherence force is more complex for both types of thickeners. In both cases, the evolution of the adhesive force versus thickener content displays optima depending upon the tack velocity. The rheological behavior of the mortars was also considered. By comparing the adhesive and the rheological properties, tack tests and rheological measurements appeared as complementary methods of characterization of mortars in the fresh state.
机译:本文呈现了用各种有机或矿物增稠剂含量成比例的水泥砂浆的粘合剂和流变性能的实验研究。从参考砂浆制剂开始,我们研究了不同含量的水溶性聚合物混合物和膨润土 - 粘土添加剂的影响。为了确定粘合性能,使用探针粘性测试。已经利用了粘性测试结果以识别粘合强度,内聚力强度和支撑粘附力。发现内聚体组分单调随膨润土含量增加,而当在改变聚合物含量时显示最小值。粘附力的行为对于两种类型的增稠剂更复杂。在这两种情况下,粘合力与增稠剂含量的演变取决于钉速度。还考虑了迫击炮的流变行为。通过比较粘合剂和流变性能,粘性试验和流变测量出现为新鲜状态迫击砂浆的互补方法。

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