长沙理工大学学报(自然科学版)
废胶粉/纤维复掺降噪增韧型沥青混合料性能研究
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作者单位:

(长沙理工大学 特殊环境道路工程湖南省重点实验室 ,湖南 长沙 410114)

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通讯作者:

李盛(1980—)(ORCID:0000-0001-6821-9445),男,教授,从事路面结构,道路工程材料等领域的研究。E-mail:lishengttt@163.com

中图分类号:

U414

基金项目:

国家自然科学基金项目(52378436);湖南省科技创新计划项目(2024RC1053);长沙理工大学研究生实践创新项目(CLSJCX23004)


Research on performance of noise -reducing and toughness -enhancing asphalt mixtures with waste tire rubber powder and fiber composite addition
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(Key Laboratory of Special Environment Road Engineering of Hunan Province , Changsha University of Science & Technology , Changsha 410114, China)

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    摘要:

    【目的】利用废旧轮胎橡胶粉 (waste tire rubber powder,WTRP)与复合纤维制备兼具降噪功能与优良路用性能的沥青混合料,实现交通噪声控制与废旧轮胎资源化利用的双重目标。【方法】采用干法工艺将 8目WTRP(其掺量全文均指 “在集料中的体积分数 ”,分别为 1.5%、2.0%、2.5%和3.0%)等体积替代同等粒径的细集料,并掺入复合纤维 (其掺量全文均指 “在集料中的质量分数 ”,为0.4%;玄武岩纤维与木质素纤维在复合纤维中的质量比为 1∶1)来制备降噪增韧型沥青混合料;通过阻抗管吸声系数试验、单轴压缩动态模量试验和轮胎加速下落试验综合评价该沥青混合料的降噪性能,并采用路用性能试验验证该沥青混合料的工程应用可行性。【结果】WTRP掺量对沥青混合料的降噪性能具有显著影响。当WTRP掺量为 2.5%时,该沥青混合料的吸声系数峰值提高 28.6%,动态模量显著降低,轮胎加速下落试验中的声压级降低 5.4 dB(A)。WTRP与复合纤维的协同作用显著提升了混合料路用性能。当WTRP掺量为 2.5%时,混合料的低温抗裂性和水稳定性均为最佳,且高温稳定性优异。【结论】WTRP的最佳掺量为 2.5%。此时,沥青混合料的降噪与路用性能达到最佳平衡。故WTRP与复合纤维的协同作用实现了降噪功能与材料性能的双重优化。本研究为功能性路面材料开发提供了新思路,可有效促进废旧轮胎的资源化利用。

    Abstract:

    [Purposes ] This study aims to develop an asphalt mixture with an integrated noise reduction function and excellent pavement performance by utilizing waste tire rubber powder (WTRP) and composite fibers,thereby achieving the dual goals of traffic noise control and resource utilization of waste tires.[Methods] The dry process was adopted to replace the fine aggregates of the same size with 8-mesh WTRP (the content of each is referred to as “volume fraction in the aggregate ”,with values of 1.5%,2.0%,2.5%,and 3.0%,respectively ) in the same volume,and composite fibers (the content of each is referred to as “mass fraction in the aggregate ”,with a value of 0.4%;the mass ratio of basalt fiber to lignin fiber in the composite fiber is 1∶1) were incorporated to prepare a noise -reducing and toughness -enhancing asphalt mixture.The noise reduction performance of the asphalt mixture was comprehensively evaluated through impedance tube -based sound absorption tests,uniaxial compression dynamic modulus tests,and accelerated tire drop tests.Pavement performance tests were conducted to verify its engineering applicability.[Findings] The WTRP content significantly influences the noise reduction performance of the asphalt mixture.When the WTRP content reaches 2.5%,the peak sound absorption coefficient of the mixture increases by 28.6%;the dynamic modulus decreases significantly,and the sound pressure level in the accelerated tire drop test is reduced by 5.4 dB(A).The synergistic effect of WTRP and composite fibers notably enhances the pavement performance of the mixture.At a WTRP content of 2.5%,the mixture exhibits optimal low -temperature crack resistance and water stability,along with excellent high -temperature stability.[Conclusions ] The optimal WTRP content is 2.5%.At this dosage,the asphalt mixture achieves the best balance between noise reduction performance and pavement performance.The synergistic effect of WTRP and composite fibers enables dual optimization of noise reduction functionality and material properties.This study provides new insights for the development of functional pavement materials and can effectively promote the resource utilization of waste tires.

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李盛,刘清,张海涛,等.废胶粉/纤维复掺降噪增韧型沥青混合料性能研究[J].长沙理工大学学报(自然科学版),2025,22(5):31-43.
LI Sheng, LIU Qing, ZHANG Haitao, et al. Research on performance of noise -reducing and toughness -enhancing asphalt mixtures with waste tire rubber powder and fiber composite addition[J]. Journal of Changsha University of Science & Technology (Natural Science),2025,22(5):31-43.

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  • 收稿日期:2025-05-05
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  • 在线发布日期: 2025-11-27
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