2孔浇注土水泥砖的工艺性能

Felipe Pinheiro Teixeira, Thaís Guedes Machado, Neilton Paixão de Jesus Junior, Simone Pereira Taguchi Borges, R. Ribeiro, Luiz Antônio Borges Júnior
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引用次数: 0

摘要

水泥土砖生产成本低,经久耐用,无燃烧过程,被认为是一种生态砖。所用土壤粒径在0.2 ~ 80μm之间,晶相为石英和高岭石,流动性极限为44%,塑性极限为30%。将土粉:砂:CP-V ARI水泥按6:2:1的比例混合,加水获得塑性,单轴压制成型(2吨),得到φ 50x100mm的圆柱形试件,在水中养护7天。进行了简单的压缩试验,得到平均为2.75 MPa。采用尺寸为250x126x69 mm的水压机(6吨)压制相同成分的双孔水泥土砖,进行吸水试验和简单压缩试验,平均吸水率分别为18.95%和2.09 MPa。两者的机械阻力都在NBR 8492中估计的范围内,但砖的值较小,可能是由于几何形状和覆盖效应的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Propriedades tecnológicas do tijolo solo-cimento vazado de 2 furos
The soil-cement brick has a low production cost, durability, no burning process, and is considered an ecological brick. The soil used presented particle size between 0.2-80μm, crystalline phases of quartz and kaolinite, liquidity and plasticity limities of 44% and 30% respectively. The soil powders:sand:CP-V ARI cement were mixed with 6:2:1 ratio, added water to acquire plasticity, formed by uniaxial pressing (2 tons), obtaining cylindrical test pieces of ϕ 50x100 mm, followed by curing in water for 7 days. They were submitted to the simple compression test, obtaining an average of 2.75 MPa. Two-hole soil-cement bricks, with the same composition, were pressed in a hydraulic press (6 tons), with dimensions of 250x126x69 mm, performed water absorption and simple compression tests, obtaining averages of 18.95% and 2.09 MPa, respectively. Both have mechanical resistance within the one estimated in NBR 8492, but smaller value for the brick, possibly due to the influence of the geometry and overlay effect.
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