带有宠物塑料废料的人造聚酯材料的多孔混凝土机械性能

M. Zulham, Liliana Liliana, Frieda Frieda
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引用次数: 1

摘要

使用塑料而不采取任何回收行动,将导致塑料废物的积累,破坏环境。将塑料垃圾制成人工骨料是克服这一问题的一种方法。本研究采用实验方法,即在多孔混凝土中采用58%的人工骨料替代天然骨料。骨料与水泥的比例分别为6:1和7:1,FAS值分别为0.25和0.30。所进行的试验包括压缩试验、拉伸试验和孔隙率试验。从抗压强度试验结果来看,所采用的混合料最大抗压强度为6.700 kg/cm2,即人工骨料58%:天然骨料42%,骨料灰比6:1,FAS 0.30。在抗拉强度试验中,所使用的混合料抗拉强度最大为0.802 kg/cm2,即人工骨料58%:天然骨料42%,骨料灰比6:1,FAS 0.30。而孔隙率试验得到的最大孔隙率为5.04,即人工骨料58%:天然骨料42%,骨料灰比7:1,FAS为0.25。本研究的多孔混凝土抗压强度和抗拉强度均较小,不符合道路体的要求
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Sifat Mekanik Beton Berpori Dengan Material Agregat Buatan Dari Limbah Plastik PET
The use of plastic without any recycling action from human hands will result in the accumulation of plastic waste that damages the environment. Making plastic waste as an artificial aggregate is one way to overcome it. This research was conducted using an experimental method, namely by substituting natural aggregate with artificial aggregate of 58% in porous concrete. Aggregate:cement ratio used is 6:1 and 7:1 with variations of FAS used are 0.25 and 0.30. The tests carried out are compressive tests, tensile tests, and porosity tests. From the results of the compressive strength test, the maximum compressive strength was 6.700 kg/cm2 in the mixture used, namely 58% artificial aggregate: 42% natural aggregate, 6:1 aggregate:cement ratio, and 0.30 FAS. In the tensile strength test, the largest tensile strength was 0.802 kg/cm2 in the mixture used, namely 58% artificial aggregate: 42% natural aggregate, 6:1 aggregate:cement ratio, and 0.30 FAS. While the porosity test obtained the largest porosity of 5.04 in the mixture used, namely 58% artificial aggregate: 42% natural aggregate, 7:1 aggregate:cement ratio, and 0.25 FAS. The porous concrete in this study did not meet the specifications for the road body because it had a small compressive strength and a small tensile strength
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