Structural Use of Expanded Polystyrene Concrete

Adeniran Jolaade Adeala, Olugbenga Babajide Soyem
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引用次数: 5

Abstract

Expanded polystyrene (EPS) wastes are generated from industries and post-consumer products. They are non-biodegradable but are usually disposed by burning or landfilling leading to environmental pollution. The possibility of using EPS as partial replacement for fine aggregates in concrete has generated research interests in recent times. However, since the physical and mechanical properties of EPS are not like those of conventional fine aggregates, this study is focussed on the use of EPS as an additive in concrete while keeping other composition (sand and granite) constant. Expanded polystyrene was milled, the bulk density of EPS was 10.57kg/m3 and particle size distributions were determined. Engineering properties of expanded polystyrene concrete were determined in accordance with BS 8110-2:1985. The result showed that the amount of expanded polystyrene incorporated in concrete influence the properties of hardened and fresh concrete. The compressive strengths of 17.07MPa with 5 % expanded polystyrene concrete at 28 days for example can be used as a lightweight concrete for partitioning in offices. Incorporating expanded polystyrene granules in a concrete matrix can produce lightweight polystyrene aggregate concrete of various densities, compressive strengths, flexural strengths and tensile strengths. In conclusion, this reduces environmental pollution, reduction in valuable landfill space and also for sustainability in construction companies
膨胀聚苯乙烯混凝土的结构应用
膨胀聚苯乙烯(EPS)废物是由工业和消费后产品产生的。它们是不可生物降解的,但通常通过焚烧或填埋处理,导致环境污染。EPS在混凝土中部分替代细集料的可能性近年来引起了人们的研究兴趣。然而,由于EPS的物理力学性能与传统的细集料不同,因此本研究的重点是在保持其他成分(砂和花岗岩)不变的情况下,将EPS作为混凝土中的添加剂使用。对膨胀聚苯乙烯进行研磨,得到的EPS堆积密度为10.57kg/m3,并测定了其粒度分布。膨胀聚苯乙烯混凝土的工程性能按照BS 8110- 2:20 85进行测定。结果表明,混凝土中膨胀聚苯乙烯的掺入量对硬化混凝土和新拌混凝土的性能均有影响。以5%膨胀聚苯乙烯混凝土为例,其28天抗压强度为17.07MPa,可作为办公室分区的轻质混凝土。在混凝土基体中掺入膨胀聚苯乙烯颗粒,可以生产出各种密度、抗压强度、抗折强度和抗拉强度的轻质聚苯乙烯骨料混凝土。总之,这减少了环境污染,减少了宝贵的垃圾填埋场空间,也有利于建筑公司的可持续性
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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