UTILIZATION OF MODIFIED PLASTIC WASTE ON THE POROUS CONCRETE BLOCK CONTAINING FINE AGGREGATE

IF 0.6 Q3 ENGINEERING, MULTIDISCIPLINARY
Steve W. M. Supit, Priyono -
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引用次数: 0

Abstract

Modification of plastic waste to be use as a replacement of coarse aggregate on the manufacturing of porous concrete block is presented in this paper. Different proportions of sand content were used with percentage of 1%, 5% and 10% by total weight of the sample to investigate its effects on the performance of porous concrete blocks based on some conducted tests i.e., compression and flexural load resistance, porosity, and infiltration rate tests. The results show that the porous concrete block with 5% of sand addition showed better strength properties compared to other mixtures. With 5% modified PET coarse aggregate, the compressive strength decreased for about 26%. Similar trends can be also observed when using PP and HDPE plastic aggregate. However, the inclusion of PET aggregate in porous concrete blocks with 5% of sand inclusion does not significantly show better strength indicating the weak bonding between plastic and cement mortar was performed in porous concrete block matrix as evident through the Scanning Electron Microscopy analysis. The formation of pores and higher permeability can be also expected after adding PET plastic waste as seen in porosity and infiltration rate results. Furthermore, the utilization of coarse aggregate made from plastic waste in porous concrete blocks containing fine aggregate is a potential solution on plastic waste management for permeable pavement including foot traffic and light load application.
改性塑料垃圾在含细骨料多孔混凝土砌块上的利用
本文介绍了塑料废弃物的改性,以替代粗骨料用于多孔混凝土砌块的制造。通过抗压、抗弯荷载、孔隙率、渗透速率等试验,研究了不同掺砂比例对多孔混凝土砌块性能的影响,掺砂比例分别为试样总重量的1%、5%和10%。结果表明,掺砂量为5%的多孔混凝土砌块强度优于其他混合料;添加5%改性PET粗骨料,抗压强度降低约26%。在使用PP和HDPE塑料骨料时也可以观察到类似的趋势。然而,在含砂量为5%的多孔混凝土砌块中,PET骨料的强度并没有明显提高,这表明通过扫描电镜分析可以看出,多孔混凝土砌块基体中塑料与水泥砂浆之间存在弱粘结。从孔隙率和渗透率的结果可以看出,添加PET塑料废弃物后也可以形成孔隙和更高的渗透率。此外,在含有细骨料的多孔混凝土块中使用由塑料废物制成的粗骨料是一种潜在的解决方案,可用于包括步行交通和轻载应用在内的透水路面的塑料废物管理。
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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来源期刊
Jurnal Teknologi-Sciences & Engineering
Jurnal Teknologi-Sciences & Engineering ENGINEERING, MULTIDISCIPLINARY-
CiteScore
1.30
自引率
0.00%
发文量
96
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