UVA-LDHS/CR复合改性沥青抗紫外老化性能研究
DOI:
CSTR:
作者:
作者单位:

长沙理工大学

作者简介:

通讯作者:

中图分类号:

基金项目:


Research on Anti-UV Aging Performance of UVA-LDHS/CR Composite Modified Asphalt
Author:
Affiliation:

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    【目的】通过构建紫外吸收剂插层LDHs/废胶粉复合改性体系,提升沥青在高海拔强紫外与低温环境下的抗老化能力。【方法】本研究将紫外吸收剂DBDC负载至LDHs层状结构中,制备抗紫外插层屏障剂(UVA-LDHs),随后将UVA-LDHs与废胶粉(CR)依次掺入沥青中,制备复合改性沥青。通过DSR和BBR试验评价改性沥青的高低温流变性能,并借助紫外老化试验箱对改性沥青进行梯度老化处理后,评价改性剂对沥青抗紫外老化性能的提升效果。最后采用XRD、FTIR及GPC等微观试验分析插层效果并研究其复合改性机制。【结果】结果表明,3% DBDC 插层LDHs+15%废胶粉复合改性后的改性沥青L3R15性能最佳,相比基质沥青复数模量提高了1270%,蠕变恢复率提高920%,m/S 提高了197%;紫外老化后,相比于基质沥青,复合改性沥青性能更稳定,G*老化因子降低67.74%,m/S 老化因子提高46.30%。微观试验显示,复合改性剂的掺入能有效降低老化过程中小分子生成大分子的速率,从而减缓大分子团聚的现象,提高了沥青的抗紫外老化能力。【结论】采用UVA-LDHs/CR复合改性可以显著提高沥青的抗紫外老化性能,同时改性沥青具有较好的高低温流变性能。

    Abstract:

    [Purposes] To address the durability challenges of asphalt in high-altitude regions with strong UV radiation and low temperatures, a composite modifier was prepared by intercalating UV absorbers into LDHs combined with waste crumb rubber. [Methods] In this study, the organic ultraviolet absorber DBDC was intercalated into layered double hydroxides (LDHs) to fabricate an ultraviolet-shielding intercalated modifier (UVA-LDHs). Subsequently, the prepared UVA-LDHs and crumb rubber (CR) were sequentially incorporated into the asphalt binder to obtain a composite-modified asphalt. The high-and low-temperature rheological performance of the modified asphalt was characterized using a dynamic shear rheometer (DSR) and a bending beam rheometer (BBR). Subsequently, stepwise ultraviolet (UV) aging was performed in a UV aging chamber to evaluate the effectiveness of the modifiers in enhancing the asphalt’s resistance to UV aging. Finally, X-ray diffraction (XRD), Fourier transform infrared spectroscopy (FTIR), and gel permeation chromatography (GPC) were employed to characterize the intercalation behavior and elucidate the composite modification mechanism. [Findings] The results demonstrate that the composite-modified asphalt incorporating 3% DBDC-intercalated LDHs and 15% crumb rubber (L3R15) achieved the optimal performance, with increases of 1270% in complex shear modulus, 920% in creep recovery rate, and 197% in the m/S ratio relative to the base asphalt. Microscopic analyses revealed that the incorporation of the composite modifier effectively reduced the transformation rate of small molecules into larger molecules during aging, thereby retarding macromolecular aggregation and enhancing the asphalt’s resistance to ultraviolet aging. [Conclusions] The incorporation of UVA-LDHs/CR as a composite modifier significantly enhances the ultraviolet aging resistance of asphalt, while maintaining favorable rheological properties.

    参考文献
    相似文献
    引证文献
引用本文
分享
相关视频

文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:2025-12-24
  • 最后修改日期:2026-01-29
  • 录用日期:2026-01-30
  • 在线发布日期:
  • 出版日期:
文章二维码