|国家科技期刊平台
首页|期刊导航|塑料科技|回收微塑料制备改性沥青混凝土及其性能研究

回收微塑料制备改性沥青混凝土及其性能研究OACSTPCD

Study on Preparation and Properties of Modified Asphalt Concrete by Recycling Microplastics

中文摘要英文摘要

为了提高沥青混凝土的综合性能,利用废旧聚丙烯(PP)微塑料改性基质沥青,制备AC-13沥青混凝土,研究沥青及沥青混凝土的性能.结果表明:加入微塑料提高了改性沥青的抗变形能力和耐高温稳定性,也提高了沥青混凝土的力学性能、高温稳定性、低温稳定性和水稳定性.微塑料掺量为4%时,与基质沥青相比,改性沥青的25℃针入度降低20%,软化点提高12℃.微塑料掺量为4%时,与基质沥青混凝土相比,改性沥青混凝土的浸水马歇尔残留度(MS0)和冻融劈裂抗拉强度比(TSR)分别提高11.6%和12.8%,动稳定度提高86%,车辙深度降低67.0%,空隙率(VV)降低14.6%,稳定度(MS)和饱和度(VFA)分别提高21.1%和7.8%,低温弯曲破坏应变提高35.6%.

In order to enhance the comprehensive property of asphalt concrete,waste polypropylene(PP)microplastics were utilized to modify the asphalt matrix,resulting in the preparation of AC-13 asphalt concrete.The study focused on the properties of both asphalt and asphalt concrete.The results show that the addition of microplastics improves the deformation resistance and high-temperature stability of the modified asphalt,as well as enhances the mechanical properties,high temperature stability,low temperature stability,and water stability of the asphalt concrete.With a microplastic content of 4%,compared to the matrix asphalt,the modified asphalt exhibits a 20%reduction in penetration at 25℃and a 12℃increase in softening point.At the same microplastic content of 4%,in comparison to the matrix asphalt concrete,the modified asphalt concrete shows an 11.6%increase in immersion Marshall residual(MS0)and a 12.8%increase in freeze-thaw splitting tensile strength ratio(TSR),an 86%improvement in dynamic stability,a 67.0%reduction in rut depth,a 14.6%decrease in volume of air voids(VV),a 21.1%increase in Marshall stability(MS),a 7.8%increase in voids filled with asphalt(VFA),and a 35.6%increase in low-temperature bending failure strain.

张婷婷;茹沛泽

信阳农林学院,河南 信阳 464000河南水投申城四水同治工程管理有限公司, 河南 信阳 464000

聚丙烯微塑料改性沥青混凝土力学性能高温稳定性低温稳定性

Polypropylene microplasticsModified asphalt concreteMechanical propertiesHigh temperature stabilityLow temperature stability

《塑料科技》 2024 (001)

28-32 / 5

信阳农林学院2022年青年教师科研基金"绿色低碳理念下信阳生态文明建设的实然之境与应然之策"(QN2022034)

10.15925/j.cnki.issn1005-3360.2024.01.006

评论