首页|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

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

Polypropylene microplasticsModified asphalt concreteMechanical propertiesHigh temperature stabilityLow temperature stability

张婷婷、茹沛泽

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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

信阳农林学院2022年青年教师科研基金

QN2022034

2024

塑料科技
大连塑料研究所有限公司 深圳市塑胶行业协会

塑料科技

CSTPCD北大核心
影响因子:0.553
ISSN:1005-3360
年,卷(期):2024.52(1)
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