Manufacture and Characterization of Polymer Concrete with Pumice Aggregates, Banana Stem Fibers, and Styrofoam Waste as Fillers

Syaiful Nasution, Fauzi Fauzi
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Abstract

This study aims to determine the effect of replacing some fractions of pumice stone with banana stem fiber in polymer concrete. The ratio of sand, pumice stone, and banana stem fiber were (25:35:0), (25:33:2), (25:31:4), (25:29:6), (25:27:8) in units of weight %. The matrix used was 10% of styrofoam with the addition of 40% epoxy resin. Parameters tested include physical tests (density, porosity, and water absorption), mechanical tests (hardness, flexural strength, and compressive strength), microstructure, and elemental content tests using SEM-EDX. The test results show that the optimum physical properties for density are 1.4 g/cm3, porosity 0.25 %, and water absorption 0.204 %. Meanwhile, the optimum value of mechanical properties in the hardness test is 56.0166 HVN, the flexural strength 26.830 MPa, and the compressive strength 34.082 MPa. Moreover, the morphological and elemental analysis results showed the formed pores, the distribution of the epoxy, and the elements loaded on the polymer concrete samples.
以浮石骨料、香蕉茎纤维和聚苯乙烯垃圾为填料的聚合物混凝土的制备和性能研究
本研究旨在确定用香蕉茎纤维代替部分浮石在聚合物混凝土中的效果。砂、浮石、香蕉茎纤维的重量比分别为(25:35:0)、(25:33:2)、(25:31:4)、(25:29:6)、(25:27:8)。所使用的基质为10%的聚苯乙烯泡沫塑料和40%的环氧树脂。测试参数包括物理测试(密度、孔隙率和吸水率)、机械测试(硬度、抗折强度和抗压强度)、微观结构和使用SEM-EDX的元素含量测试。试验结果表明,最佳物理性能为密度为1.4 g/cm3,孔隙率为0.25%,吸水率为0.204%。同时,硬度试验中力学性能的最佳值为56.0166 HVN,抗折强度为26.830 MPa,抗压强度为34.082 MPa。此外,形貌和元素分析结果显示了聚合物混凝土样品上形成的孔隙、环氧树脂的分布以及所加载的元素。
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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