Proposal Mixes Process Method for Masonry Structure Laying Mortar

White José dos Santos, Maria Teresa Gomes Barbosa, Vinicius Martins Galil, Edgar Vladimiro Mantilla Carrasco, Marco Antônio Penido Rezende, Rejane Costa Alves, Eliene Pires Carvalho
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Abstract

This paper presents an experimental method that procedures high-strength mortars to do with laying structural masonry found on the required properties and conditions of use. Literature research reviews were carried out that developed into the mix proportioning experimental process applied for mortar for laying structural masonry. Compressive strength tests, flexural strength tests, and digital microscope analysis were done to validate the methodology. The experimental program used Portland cement, hydrated lime, and natural quartzose sand. The research results mix all materials in a suitable proportion that shows in graphics with high assurance, i.e., 95%. Finally, it is possible to conclude that the process was efficient and provided high-quality masonry laying mortar about the existing environmental conditions.
砌体结构铺设砂浆的建议混合工艺方法
本文介绍了一种实验方法,根据所需的性能和使用条件,对用于砌筑结构性砌体的高强度砂浆进行程序化处理。通过文献研究,制定了用于砌筑结构砂浆的混合配比实验流程。为验证实验方法,还进行了抗压强度测试、抗折强度测试和数码显微镜分析。实验程序使用了硅酸盐水泥、熟石灰和天然石英砂。研究结果表明,所有材料以适当的比例混合后,在图形中显示出了较高的保证率,即 95%。最后,可以得出结论,该工艺是高效的,在现有环境条件下提供了高质量的砌筑砂浆。
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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