Incorporation of Silicone Mold Residues Influence on Acoustic Properties of Subfloor Mortars

Daniel G.W. Rodrigues, C. M. Stolz, Bruno B.F. da Costa, Mayara Amario, A. N. Haddad
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Abstract

The determination of minimum performance criteria for residential buildings has encouraged the development of new technologies by companies linked to the construction industry. In this context, the acoustic performance of floor systems is of great importance. One of the solutions to improve the performance of these systems is the incorporation of lightweight aggregates to replace natural fine aggregates in the subfloor mortars, with the aim of attenuating the noise caused by impact, thus improving acoustic performance. Therefore, the objective of this study was to analyze the properties of a subfloor mortar in a 1:4 ratio (cement:sand), with the incorporation of silicone mold residue, replacing natural fine aggregate, in proportions of 10%, 20%, and 30%. %, and a water/cement ratio (w/c) of 0.93. Tests were performed in the fresh and hardened state, such as incorporated air content, mass density, consistency index, flexural tensile strength, compressive strength, water absorption by capillarity, in addition to a specific test to determine the difference in sound pressure level between specimens. The results indicated that the mortar consistency was influenced by the incorporation of waste, increasing with its incorporation. The increase in consistency positively influenced the mechanical resistance of the mortars, which showed an increase with higher residue content, due to the reduction in the amount of voids. Consequently, densities also increased with high waste content. The acoustic test showed satisfactory results, with good attenuation of 10%, indicating an 8 dB improvement in the sound pressure level. The results presented show that the residue has great potential for acoustic attenuation.
硅树脂模具残留物对底层砂浆声学特性的影响
住宅建筑最低性能标准的确定鼓励了与建筑业相关的公司开发新技术。在这种情况下,楼板系统的隔音性能就显得尤为重要。改善这些系统性能的解决方案之一是在底层砂浆中加入轻质骨料来替代天然细骨料,目的是减弱冲击造成的噪音,从而改善声学性能。因此,本研究的目的是分析 1:4 比例(水泥:沙子)的底层砂浆的特性,其中掺入硅酮模具残渣,以 10%、20% 和 30% 的比例取代天然细骨料。水灰比(w/c)为 0.93。测试在新鲜和硬化状态下进行,如掺入空气含量、质量密度、稠度指数、挠曲拉伸强度、抗压强度、毛细管吸水率,此外还进行了一项特定测试,以确定试样之间的声压级差异。结果表明,砂浆稠度受废物掺量的影响,随着废物掺量的增加而增加。稠度的增加对砂浆的机械阻力产生了积极影响,由于空隙量减少,砂浆的机械阻力随着残留物含量的增加而增加。因此,密度也随着废料含量的增加而增加。声学测试结果令人满意,衰减率达到 10%,表明声压级提高了 8 分贝。这些结果表明,废渣具有巨大的声学衰减潜力。
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