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材料导报  2026, Vol. 40 Issue (3): 25020029-9    https://doi.org/10.11896/cldb.25020029
  无机非金属及其复合材料 |
固废微粉改性沥青的微观结构及作用机理分析
贾晓东1,2,3,*, 葛垚1, 王大为3
1 重庆开放大学重庆工商职业学院科技处,重庆 400085
2 重庆重大产业技术研究院有限公司,重庆 401331
3 哈尔滨工业大学交通科学与工程学院,哈尔滨150001
Analysis of the Microstructure and Mechanism of Action of Solid Waste Micro-powder Modified Asphalt
JIA Xiaodong1,2,3,*, GE Yao1, WANG Dawei3
1 Technology Department, Chongqing Technology and Business Institute, Chongqing Open University, Chongqing 400085, China
2 Chongqing Major Industry Technology Research Institute Co.,Ltd., Chongqing 401331, China
3 School of Transportation Science and Engineering, Harbin Institute of Technology, Harbin 150001, China
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摘要 为了分析固废微粉类材料对沥青性能的影响机理,选取固废微纳米级硅灰及道路常用熟石灰和水泥为代表,从材料类型、掺量和颗粒粒径出发,通过毛细上升法、悬滴法、原子力显微镜(AFM)实验对微粉表面能、改性沥青表面能、表面形貌、表面力学性能以及沥青组分进行分析,并验证微粉改性沥青混合料高低温性能。结果表明:添加微粉后可改善沥青极性分量、增加表面能,且随着掺量增加、粒径减小,表面能增加越明显;沥青四组分中饱和分含量随微粉掺量增加、粒径减小而逐渐降低,并使沥青改性后黏附力Fa(min)逐渐增加;提出了微粉类材料在沥青中表面积量S为影响沥青性能的核心特征参数,建立了微粉表面积量S与沥青组分、表面能之间的对数关系;微粉对沥青混合高温性能有利,对低温性能不利,但随着颗粒粒径减小,不利影响程度逐渐降低。本工作为固废微粉类材料改性沥青性能预测提供了支撑。
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贾晓东
葛垚
王大为
关键词:  固废  表面能  黏附力  微粉  AFM  表面积量    
Abstract: In order to analyze the influence mechanism of solid waste micro-powder materials on asphalt performance, solid waste silica fume, as well as hydrated lime and cement micro-powder commonly used for roads, were selected as representatives to analyze the micro-powder surface energy, modified asphalt surface energy, surface topography, surface mechanical performance and asphalt component through tests such as capillary rise method, droplet method and atomic force microscope (AFM), which are on the basis of the type, dosage and particle size of the materials. And verified the high and low temperature performance of micro-powder modified mixtures. The results indicate that adding micro-powder can improve the polar component of asphalt and increase its surface energy, and the surface energy increases more significantly with the increase of dosage and the decrease of particle size. The saturation fraction in the four components of asphalt gradually decreases with the increase of micro-powder dosage and the decrease of particle size, and the adhesion force Fa(min) of the modified asphalt also gradually increases. This work proposed that the surface content S of micro-powder materials in asphalt is the core characteristic parameter affecting asphalt perfor-mance, and the logarithmic relationship between micro-powder surface area and asphalt components and surface energy was established. Micro-powder on the asphalt mixture of high-temperature performance is favorable, the low-temperature performance is unfavorable, but with the particle size decreases, the degree of adverse effects gradually reduces. The findings provide theoretical support for the prediction of asphalt modification performance of micro-powder materials.
Key words:  solid waste    surface energy    adhesion    micro-powder    AFM    surface content
发布日期:  2026-02-13
ZTFLH:  U416.217  
基金资助: 重庆市自然科学基金面上项目(CSTB2024NSCQ-MSX0069);重庆市教委科学技术重点项目(KJZD-K202304002);重庆工商职业学院科研项目(2023BSZZ-002);重庆工商职业学院博士后科研项目(2023BSH-002)
通讯作者:  *贾晓东,博士,副教授,现在重庆重大产业技术研究院有限公司从事博士后研究工作,主要研究方向为道路工程路面材料开发和结构设计。   
引用本文:    
贾晓东, 葛垚, 王大为. 固废微粉改性沥青的微观结构及作用机理分析[J]. 材料导报, 2026, 40(3): 25020029-9.
JIA Xiaodong, GE Yao, WANG Dawei. Analysis of the Microstructure and Mechanism of Action of Solid Waste Micro-powder Modified Asphalt. Materials Reports, 2026, 40(3): 25020029-9.
链接本文:  
https://www.mater-rep.com/CN/10.11896/cldb.25020029  或          https://www.mater-rep.com/CN/Y2026/V40/I3/25020029
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