溶剂型冷补沥青及冷补沥青混合料的性能评价
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山东建筑大学交通工程学院

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U414.1

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山东省重点研发计划项目(公益类)-高性能坑槽冷修补沥青混合料研发与应用(2017GGX50101)


Performance Evaluation of Solvent Asphalt and Cold Patching Asphalt Mixture
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Shandong Provincial Key Laboratory of Road and Traffic Engineering in Colleges and Universities,Shandong Jianzhu University

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    摘要:

    基于冷补沥青混合料的使用功能分析,采用乙烯基类硅氧烷、不饱和脂肪酸、醇类润湿剂等基础材料化学合成了冷补沥青添加剂,借助傅里叶红外光谱分析、差式扫描量热分析评价其对冷补沥青性能的改善效果。以轻质柴油作为稀释剂,与添加剂共同对基质沥青改性,设计制备工艺完成了冷补沥青的制备并基于黏度和黏附性测试确定了冷补沥青的配方。设计了3种溶剂型冷补沥青混合料级配,通过冷补沥青混合料的拌和试验、黏附性测试、粘聚性测试和间接拉伸强度测试,完成了相应的性能评价并进行了级配优选。结果表明:冷补沥青的黏度受柴油稀释剂掺量的影响较冷补沥青添加剂的影响更为显著;溶剂型冷补沥青混合料宜采用较粗的矿料级配;掺加冷补沥青添加剂后,冷补沥青的温度稳定性提升、与集料的黏附性明显改善,冷补沥青混合料的间接拉伸强度与粘聚性明显提高。建议的冷补沥青配方为基质沥青:柴油:添加剂=73~77:20~24:3;溶剂型冷补沥青混合料的沥青用量为4.7%~5.0%。

    Abstract:

    Based on functional analysis of cold patching asphalt mixtures, an additive for cold patching asphalt was synthesized with vinyl siloxane, unsaturated fatty acid, alcohol wetting agent and other basic materials and its improvement effect was evaluated by FTIR and DSC analysis. This additive was used for modification of mastic asphalt along with diesel as diluent under specific processing, and the formulation of cold patchping asphalt was decided based on the Brookfield viscosity test and adhesion test. Three kinds of cold-filled asphalt mixture grading were designed. The optimum aggregate gradation was selected and performance of cold patchping asphalt was evaluated by mixing test, adhesion test, cohesion test and indirect tensile strength test of the cold patching asphalt mixture. Results shows that the content of diesel has more visible effect on viscosity of liquid cold patching asphalt than that of additive, cold-filled asphalt mixture is suitable for coarser grading, temperature stability of liquid cold patching asphalt, adhesion of liquid cold patching asphalt to aggregate, indirect tensile strength and cohesion of cold patching asphalt mixture increase significantly with the addition of additive. The suggested mass ratio of matrix asphalt and diluent ranges from 79:21 to 77:23, and the mixing amount of auxiliary additive is 3%. The optimum binder content of cold patching asphalt mixture containing cold patch asphalt is 4.7%-5.0% by mass.

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  • 收稿日期:2019-05-15
  • 最后修改日期:2019-09-06
  • 录用日期:2019-09-18
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