A study on mechanical properties of polymer concrete containing electronic plastic waste
A study on mechanical properties of polymer concrete containing electronic plastic waste
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DOI：
10.1016/j.compstruct.2017.06.058
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发表时间：
2017-10-15
影响因子：
6.3
通讯作者：
Sahin, Remzi
中科院分区：
文献类型：
--
作者：
Bulut, H. Alperen;Sahin, Remzi
研究了电子塑料废弃物对聚合物混凝土力学性能的影响。本研究将E-塑料作为填充材料（石英砂和砾石）的一部分，以获得聚合物混凝土。选用不饱和聚酯树脂材料作为聚合物材料，作为聚合物混凝土的粘结剂。树脂/填充材料比确定为10- 90%、15-85%和20- 80%，电子塑料/填充材料比确定为0%、5%、15%和25%。28-评价了测试样品的轴向压缩、弯曲和劈裂拉伸强度值的天数。树脂比例的增加增加了压缩强度，而不会导致弯曲和劈裂拉伸强度的急剧增加或降低。压缩，弯曲和劈裂拉伸强度值随着e-塑性比率的增加而降低。另一方面，电子塑料废物增加了聚合物混凝土的延展性。实验研究表明，理想树脂率为15%，理想弹塑性率为5%。(c)2017爱思唯尔有限公司版权所有
It is aimed to research the effects of electronic plastic waste (e-plastic) on the mechanical properties of polymer concrete. E-plastic was used as a part of the filling materials (quartz sand and gravel) to obtain polymer concrete in this study. Unsaturated polyester resin material has been chosen as the polymer material and used as binder in polymer concrete production. Resin/filling material ratio has been determined as 10-90%, 15-85% and 20-80%, e-plastic/filling material ratio has been decided to be 0%, 5%, 15% and 25%. 28-Day of axial compressive, flexural and splitting tensile strength values of the test samples were evaluated. The increase in the ratio of resin, increases the compressive strength while it does not cause a dramatic increase or decrease in the flexural and splitting tensile strength. Compressive, flexural and splitting tensile strength values decrease as the ratio of e-plastic increases. On the other hand, electronic plastic waste increases the polymer concrete's ductility. Experimental study shows that ideal resin ratio and ideal e-plastic ratio values are 15% and 5%, respectively. (c) 2017 Elsevier Ltd. All rights reserved.