Mechanical behavior and durability of latex modified mortars

Y. Benali, F. Ghomari
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引用次数: 2

Abstract

This article summarizes the results of an experimental program developed on latex-modified mortars. Fluidity tests, compressive strength tests, flexural strength tests, water absorption tests, adhesion tests on clay bricks and cementitious substrates were carried out. The test bodies were prepared by the pre-wetting method with different latex contents while partially substituting Portland cement by two types of latex: Styrene-Butadiene (SBR) and Styrene Acrylic (SA). In addition, samples of ordinary mortars are made in parallel as references. The experimental results showed that the substitution of cement in mortars produced a notable improvement on fluidity and adhesion. In the case of clay substrates, a cohesive failure in the support above 10% substitution has been reported, whereas the rupture is always at the interface for all the mixtures tested on cementitious substrates. An improvement was also noted on the flexural tensile strength beyond 60 days. On the other hand, the compressive strength of the polymer mortars decreased with the substitution rate of cement for all the maturities studied. As for the absorption of water, the results show a clear reduction in the percentage of water absorption by increasing the substitution rate
乳胶改性砂浆的力学性能和耐久性
本文总结了在乳胶改性砂浆上开发的实验程序的结果。对粘土砖和水泥基基底进行了流动性试验、抗压强度试验、抗弯强度试验、吸水性试验、粘附性试验。通过预润湿法制备了具有不同乳胶含量的试验体,同时用两种类型的乳胶部分取代硅酸盐水泥:苯乙烯-丁二烯(SBR)和苯乙烯-丙烯酸(SA)。此外,还平行制作了普通砂浆样品作为参考。试验结果表明,水泥在砂浆中的替代作用显著提高了砂浆的流动性和附着力。在粘土基底的情况下,据报道,超过10%的取代率的支撑物发生了内聚破坏,而在胶结基底上测试的所有混合物的破裂总是在界面处。超过60天的弯曲拉伸强度也得到了改善。另一方面,对于所研究的所有成熟度,聚合物砂浆的抗压强度都随着水泥的替代率而降低。关于水的吸收,结果表明,通过增加替代率,吸水率明显降低
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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