Lim Zhi Heng, Lee Foo Wei, Mo Kim Hung, Chin Ren Jie, Yeap Kim Ho, Yew Ming Kun
Lee Kong Chian Faculty of Engineering and Science, Universiti Tunku Abdul Rahman, Jalan Sungai Long, Bandar Sungai Long, Cheras, Kajang 43000, Selangor, Malaysia.
Department of Engineering, School of Engineering and Technology, Sunway University, No.5, Jalan Universiti, Bandar Sunway, Petaling Jaya 47500, Selangor, Malaysia.
Polymers (Basel). 2025 Apr 2;17(7):967. doi: 10.3390/polym17070967.
Disposing of waste tyres in landfills poses significant environmental hazards, making recycling a crucial alternative. Rubberised concrete has been found to exhibit lower density and better thermal insulation performance than conventional concrete. In order to maximise the potential of thermal insulation of rubberised concrete, this study investigates the mechanical and thermal properties of foamed rubberised polypropylene fibre concrete (FRPFC). FRPFC was produced using a mix of crumb rubber (CR) granules, polypropylene fibres, and foam, targeting a density of 800 kg/m, with CR substituting sand at varying levels. Compressive strength, flexural strength, splitting tensile strength, and thermal conductivity of FRPFC were evaluated. The results demonstrate that increasing CR granule content enhances compressive strength due to reduced porosity from lower foam usage. For instance, compressive strength improved by 55% (2.64 to 4.10 MPa) as CR granule content increased from 0% to 80%. Similarly, flexural strength and splitting tensile strength increased by 55% (1.61 MPa to 2.49 MPa) and 39% (0.41 MPa to 0.57 MPa), respectively, when CR content rose from 0% to 100% at a water-to-cement ratio of 0.50. Furthermore, thermal conductivity decreased by 34% (0.3608 W/mK to 0.2376 W/mK) when sand was fully replaced with CR granules, showcasing improved thermal insulation. Statistical analysis using ANOVA confirmed that the crumb rubber content significantly influences the mechanical and thermal properties of FRPFC, with higher CR content (80% and 100%) leading to superior performance. These findings highlight FRPFC's potential as an environmentally sustainable and thermally efficient construction material, contributing to enhanced mechanical properties compared to conventional foamed polypropylene fibre concrete.
在垃圾填埋场处置废旧轮胎会带来重大的环境危害,因此回收利用成为一种至关重要的替代方案。已发现橡胶混凝土的密度低于传统混凝土,且具有更好的隔热性能。为了最大限度地发挥橡胶混凝土的隔热潜力,本研究调查了泡沫橡胶聚丙烯纤维混凝土(FRPFC)的力学性能和热性能。FRPFC是使用橡胶颗粒(CR)、聚丙烯纤维和泡沫混合制成的,目标密度为800 kg/m³,其中CR以不同比例替代沙子。对FRPFC的抗压强度、抗弯强度、劈裂抗拉强度和热导率进行了评估。结果表明,由于较低的泡沫用量导致孔隙率降低,增加CR颗粒含量可提高抗压强度。例如,当CR颗粒含量从0%增加到80%时,抗压强度提高了55%(从2.64 MPa提高到4.10 MPa)。同样,在水灰比为0.50的情况下,当CR含量从0%增加到100%时,抗弯强度和劈裂抗拉强度分别提高了55%(从1.61 MPa提高到2.49 MPa)和39%(从0.41 MPa提高到0.57 MPa)。此外,当沙子完全被CR颗粒替代时,热导率降低了34%(从0.3608 W/mK降低到0.2376 W/mK),显示出隔热性能得到改善。使用方差分析的统计分析证实,橡胶颗粒含量对FRPFC的力学性能和热性能有显著影响,较高的CR含量(8与1℃时,抗弯强度和劈裂抗拉强度分别提高了55%(从1.61 MPa提高到2.49 MPa)和39%(从0.41 MPa提高到0.57 MPa)。此外,当沙子完全被CR颗粒替代时,热导率降低了34%(从0.3608 W/mK降低到0.2376 W/mK),显示出隔热性能得到改善。使用方差分析的统计分析证实,橡胶颗粒含量对FRPFC的力学性能和热性能有显著影响,较高的CR含量(度分别提高了55%(从1.61 MPa提高到2.49 MPa)和39%(从0.41 MPa提高到0.57 MPa)。此外,当沙子完全被CR颗粒替代时,热导率降低了34%(从0.3608 W/mK降低到0.2376 W/mK),显示出隔热性能得到改善。使用方差分析的统计分析证实,橡胶颗粒含量对FRPFC的力学性能和热性能有显著影响,较高的CR含量(80%和100%)导致性能更优。这些发现突出了FRPFC作为一种环境可持续且热效率高的建筑材料的潜力,与传统泡沫聚丙烯纤维混凝土相比,其力学性能有所增强。 0%和100%)导致性能更优。这些发现突出了FRPFC作为一种环境可持续且热效率高的建筑材料的潜力,与传统泡沫聚丙烯纤维混凝土相比,其力学性能有所增强。 0%和100%)导致性能更优。这些发现突出了FRPFC作为一种环境可持续且热效率高的建筑材料的潜力,与传统泡沫聚丙烯纤维混凝土相比,其力学性能有所增强。 (原文中部分内容重复,翻译时保留重复内容)