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Experimental Study of the Recycled Plastic Aggregate Lightweight Composites Based on Different Kinds of Binder

机译:基于不同种类的粘合剂的再生塑料聚集体轻质复合材料的实验研究

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In this paper, the selected properties of lightweight composites based on the different kinds of binder and recycled waste plastics aggregate were studied. Plastic waste e.g. foamed polystyrene, polypropylene, polyurethane foam or ethyl vinyl acetate (EVA) as an aggregate in these composites was used. Cement CEM II B/S 32.5 R and an organic-based adhesive with the business name Conipur 360 were used as a binder. The cement composites consisted of constant water to cement ratio 0.50 and dose of cement 175 kg/m~3. Mixtures of adhesive composites were prepared with constant dose of adhesive 100 kg/m~3. The kind of recycled waste aggregate was only changed. The physical properties, such as bulk density, compressive strength and thermo-technical properties were verified. The application of organic-based adhesive resulted in a significant decreasing values of the bulk density (100 kg/m~3 - 230 kg/m~3) and the thermal conductivity coefficient (0.0511 W/m.K -0.0686 W/m.K) of lightweight composites. The negative impact of this type of binder resulted to a decreasing value of the compressive strength (0.15 MPa - 0.32 MPa). Use of cement binder caused to an increasing of bulk density (290 kg/m~3 - 375 kg/m~3) and worsening of the thermal conductivity coefficient of these composites (0.0660 W/m.K - 0.0799 W/m.K). The compressive strength values of cement composites ranged from 0.24 MPa to 0.50 MPa.
机译:本文研究了基于不同种类的粘合剂和再循环废塑料骨料的轻质复合材料的所选性质。塑料废物e.g.使用泡沫聚苯乙烯,聚丙烯,聚氨酯泡沫或乙酸乙烯酯(EVA)作为这些复合材料中的聚集体。使用商业名称Conipur 360的水泥CEM II B / S 32.5 R和基于有机的粘合剂作为粘合剂。水泥复合材料由恒定的水与水泥比0.50和剂量的水泥175kg / m〜3组成。用恒定剂量的粘合剂100kg / m〜3制备粘合复合材料的混合物。再循环垃圾骨料的种类才改变。验证了物理性质,例如堆积密度,抗压强度和热技术性质。有机基粘合剂的施加产生了体积密度(100kg / m〜3-230kg / m〜3)的显着降低值(100kg / m〜3-230kg / m〜3)和轻质的导热系数(0.0511 w / mk -0686w / mk)复合材料。这种类型的粘合剂的负面影响导致压缩强度的值降低(0.15MPa - 0.32MPa)。使用水泥粘合剂使堆积密度增加(290kg / m〜3-375 kg / m〜3),并使这些复合材料的导热系数恶化(0.0660W / m.K-0.0799W / m.K)。水泥复合材料的抗压强度值范围为0.24MPa至0.50MPa。

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