Terra Isabelle Cristine de Carvalho, Batista Felipe Gomes, Silva Danillo Wisky, Scatolino Mário Vanoli, Alves Júnior Francisco Tarcísio, Martins Maria Alice, Mendes Lourival Marin
Department of Forest Science, Federal University of Lavras (UFLA), C.P. 3037, Lavras, MG, 37200-900, Brazil.
Department of Production Engineering, State University of Amapá (UEAP), Macapá, AP, 68900-070, Brazil.
Environ Sci Pollut Res Int. 2023 May;30(22):62641-62652. doi: 10.1007/s11356-023-26493-5. Epub 2023 Mar 22.
Using mineral and agro-industrial wastes associated with the cement matrix can add value and guarantee suitable properties for reinforced composites. This research aimed to evaluate the effect of the incorporation of quartzite and coconut fibers on masonry blocks' physical, mechanical, and thermal properties. Quartzite was evaluated replacing 0%, 25%, 50%, 75%, and 100% of the sand, whereas the coconut fibers were added in a proportion of 2.5% of the volume of gravel. Quartzite residues were analyzed regarding their granulometry, chemical composition, and pozzolanicity. The block initial formulation (control) was: 8.2% cement, 45.9% sand, and 45.9% gravel. The cement was cured at room temperature for 28 days. Subsequently, the blocks were subjected to the characterization of physical, mechanical, and thermal properties. Coconut fibers presented a low percentage of extractives, with a low inhibition index (1.93%), reducing their effect on cement hardening. The increase in the content of quartzite incorporated provided a reduction in bulk density and an increase in porosity (from 11.7 to 16.0%) and water absorption after 24 h (from 7.0 to 8.5%). The compressive strength was reduced from 50% with the insertion of the quartzite. The quartzite and coconut fibers reduced the concrete's thermal conductivity, providing essential reflections for the performance of the blocks in terms of thermal comfort in built environments. Further, incorporating these materials provided the potential to obtain blocks with characteristics of resistance and offering possible thermal comfort, besides contributing as an option for a destination for these mineral and agro-industrial wastes.
使用与水泥基体相关的矿物和农业工业废料可以增加价值,并确保增强复合材料具有合适的性能。本研究旨在评估掺入石英岩和椰壳纤维对砌体砌块物理、力学和热性能的影响。对石英岩进行了评估,分别替代0%、25%、50%、75%和100%的沙子,而椰壳纤维的添加比例为砾石体积的2.5%。对石英岩残渣的粒度、化学成分和火山灰活性进行了分析。砌块的初始配方(对照)为:8.2%水泥、45.9%沙子和45.9%砾石。水泥在室温下养护28天。随后,对砌块进行物理、力学和热性能表征。椰壳纤维的提取物含量较低,抑制指数较低(1.93%),降低了其对水泥硬化的影响。掺入石英岩含量的增加导致体积密度降低,孔隙率增加(从11.7%增至16.0%),24小时后的吸水率增加(从7.0%增至8.5%)。抗压强度随着石英岩的掺入降低了50%。石英岩和椰壳纤维降低了混凝土的热导率,这对于建筑环境中砌块在热舒适性方面的性能具有重要意义。此外,掺入这些材料有可能获得具有抗性特征并提供可能的热舒适性的砌块,同时还为这些矿物和农业工业废料提供了一个处置选择。