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掺杂汽车地垫生产中热塑性弹性体生产废料的混凝土的性能与结构

Properties and Structure of Concretes Doped with Production Waste of Thermoplastic Elastomers from the Production of Car Floor Mats.

作者信息

Ulewicz Malgorzata, Pietrzak Alina

机构信息

Faculty of Civil Engineering, Czestochowa University of Technology, Dabrowskiego 69 Street, PL 42-201 Czestochowa, Poland.

出版信息

Materials (Basel). 2021 Feb 11;14(4):872. doi: 10.3390/ma14040872.

Abstract

This article presents physical and mechanical properties of concrete composites that include waste thermoplastic elastomer (TPE) from the production process of car floor mats. Waste elastomer (2-8 mm fraction) was used as a substitute for fine aggregate in quantities of 2.5, 5.0, 7.5, and 10% of the cement weight. For all series of concrete, the following tests were carried out: compression strength, bending tensile strength, splitting tensile strength, absorbability, density, resistance to water penetration under pressure, frost resistance, and abrasion resistance, according to applicable standards. Moreover, SEM/EDS analysis was carried out on the surface microstructure of synthesized concrete composites. It was proven that the use of production waste from the production process of car floor mats in the quantity of 2.5% does not influence the change of the concrete microstructure and it does not result in the decrease of the mechanical parameters of concrete modified with waste. All concrete modified with the addition of waste meet standards requirements after carrying out 15 cycles of freezing and thawing, and the average decrease in compression strength did not exceed 20%. Adding waste in the quantity of 2.5% allows for limiting the use of aggregate by about 5%, which is beneficial for the natural environment.

摘要

本文介绍了混凝土复合材料的物理和力学性能,其中包括汽车地垫生产过程中产生的废热塑性弹性体(TPE)。将废弹性体(2 - 8毫米粒径)用作细集料的替代品,用量为水泥重量的2.5%、5.0%、7.5%和10%。对于所有系列的混凝土,均按照适用标准进行了以下试验:抗压强度、抗弯拉强度、劈裂抗拉强度、吸水性、密度、抗压力水渗透性能、抗冻性和耐磨性。此外,还对合成混凝土复合材料的表面微观结构进行了扫描电子显微镜/能谱分析(SEM/EDS分析)。结果表明,使用2.5%的汽车地垫生产过程中的生产废料不会影响混凝土微观结构的变化,也不会导致用废料改性的混凝土力学参数下降。所有添加废料改性的混凝土在进行15次冻融循环后均符合标准要求,抗压强度的平均下降幅度不超过20%。添加2.5%的废料可使集料用量减少约5%,这对自然环境有益。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/ab74/7918596/1a1df6adb8bb/materials-14-00872-g001.jpg

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