不同来源旧料泡沫沥青冷再生混合料路用性能研究
作者单位:

1.南京市公路事业发展中心,江苏 南京 210000
2.南京林业大学,江苏 南京 210037

作者简介:

严伟(1975—), 男, 本科, 高级工程师, 从事道路桥梁工程研究及管理工作。

中图分类号:

U416.217

基金项目:

南京市公路事业发展中心科技项目(JSZC-320100-HBGL-C2023-0037)


Study on Pavement Performance of Cold Recycled Mixture with Foam Asphalt from Different Old Material Sources
Affiliation:

1.Nanjing Highway Development Center, Nanjing 210000, China
2.Nanjing Forestry University, Nanjing 210037, China

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    摘要:

    为提高资源利用效率,优化再生混合料性能,对不同来源旧料的泡沫沥青冷再生混合料路用性能进行研究。首先对比分析旧料的工程性质,然后进行再生料配合比设计,最后通过室内试验测试其路用性能。试验结果表明:高等级公路再生料的力学强度和高温稳定性更优,其中高速公路再生料劈裂强度和动稳定度分别比低等级公路高28%和98%。低等级公路再生料的抗水损性能表现更佳。高等级公路旧料工程性质较好,相应冷再生混合料性能指标远高于规范值。此外,旧料中的含水率与再生料抗水损性能呈现明显的负相关关系。因此,实际工程中应综合考虑旧料来源和性质,确保达到预期的路面使用性能。

    Abstract:

    In order to improve the efficiency of resource utilization and optimize the performance of recycled mixture, the pavement performance of foam asphalt cold recycled mixture from different sources of old materials is studied. Firstly, the engineering properties of the old materials are compared and analyzed, then the mix proportion of recycled materials is designed, and finally the pavement performances are tested through the laboratory tests. The experimental results show that the mechanical strength and high-temperature stability of recycled materials on high-grade highways are better, in which the splitting strength and dynamic stability of recycled materials of expressways are 28% and 98% higher than those of low-grade highways respectively. The water damage resistance performance of low-grade highway recycled materials is better. The engineering properties of high-grade highway old materials are good, and the corresponding performance indicators of cold recycled mixtures are much higher than the standard values. In addition, there is a significant negative correlation between the moisture content in the old materials and the water resistance of the recycled material. Therefore, in practical engineering, the source and properties of old materials should be comprehensively considered to ensure the expected pavement performances.

    参考文献
    [1] 张晓靖,张晓华.西部山区泡沫沥青冷再生设计研究[J].交通科技,2017,(04):119-121.
    [2] 马涛,栾英成,何亮,等.乳化沥青与泡沫沥青冷再生技术发展综述[J].交通运输工程学报,2023,23(02):1-23.
    [3] 丛培,凌涛.泡沫沥青冷再生混合料疲劳特性及其长寿命冷再生沥青路面结构优化[J].公路,2021,66(12):8-16.
    [4] 丁朴,张永平,拾方治,等.泡沫沥青混合料的技术参数与生产工艺[J].交通科技,2006,(01):59-62.
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    [6] 董雨明,关彦斌,邢鹏.走近沥青路面材料再生技术[J].中国公路,2020(07):14-21.
    [7] 黄维蓉,任海生.沥青发泡机理及发泡效果评价指标研究[J].重庆交通大学学报(自然科学版),2018,37(06):36-41.
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严伟,范雨,宋世杰,李强.不同来源旧料泡沫沥青冷再生混合料路用性能研究[J].城市道桥与防洪,2025,(2):232-235.

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  • 收稿日期:2024-08-20
  • 最后修改日期:2024-09-05
  • 录用日期:2024-09-06
  • 在线发布日期: 2025-03-01
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