期刊文献+

基于晶体表面悬键的沥青混合料水损坏机理研究 被引量:6

Study on the Damage Mechanism of Asphalt Mixture Based on the Dangling Bond of the Crystal Surface
在线阅读 下载PDF
导出
摘要 有关沥青混合料水损坏机理研究尚未形成公认理论体系,尤其微观尺度方面研究未见报道,严重影响了有关沥青路面各项性能的研究。文中从原子分子层面入手,研究剖析了不同性质石料与沥青、水三方相互间共同作用机制,提出了基于晶体表面悬键的水分子作用机理,建立起“晶体表面态”理论,进而提出“反氢键能表面修饰与强化界面键能”双机制作为改善水稳定性原则。研究试验了采用碳氢基团,并借助Si—O—Si键合对集料实施表面修饰,实现了双机制原则对油石界面的改善。结果表明基于晶体表面态理论和双机制原则改善的试验,不仅大大提高了油石界面抗剥离性能和水稳定性能,也能显著提高沥青混合料路用性能,最后指出了基于油石界面微结构的研究方向。 Regarding the research on the water damage mechanism of asphalt mixtures,a generally accepted theoretical system has not been formed,especially in micro-scale studies,which seriously affects the performance of asphalt pavement.Starting from the atomic and molecular level,this paper studies and analyzes the mechanism of interaction between different properties of stone,asphalt and water,and proposes the mechanism of water molecules based on the dangling bonds of the crystal surface,thus establishing the“crystal surface state”theory.Furthermore,the dual mechanism of“surface modification of anti-hydrogen bond energy and strengthening of interface bond energy”was proposed as the principle of improving water stability.The study tested the use of hydrocarbon groups and the surface modification of aggregates with the help of Si-O-Si bonding to achieve the improvement of the whetstone interface by the double mechanism principle.The results show that the experiments based on the improvement of the crystal surface state theory and the double mechanism principle not only greatly improved the anti-stripping performance and water stability of the oil-stone interface,but also significantly improved the road performance of asphalt mixture.research direction.
作者 樊丽辉 王新强 赵庆国 蓝清 樊星 Fan Li-hui;Wang Xin-qiang;Zhao Qing-guo;Lan Qing;Fan Xing(Hebei Provincial Communications Planning and Design Institute, 050091, Shijiazhuang, Hebei, China;School of Transportation and Civil Engineering, Hebei University of Technology, 300401, Tianjin, China;Hebei University of Water Resources and Electric Engineering, 061001, Cangzhou,Hebei, China;Hebei Luhe Communications Technology Co., Ltd., 050051, Shijiazhuang, Hebei, China)
出处 《河北水利电力学院学报》 2020年第3期14-21,共8页 Journal of Hebei University Of Water Resources And Electric Engineering
基金 河北省科技计划自筹项目(16211247)。
关键词 沥青混合料 水损害 晶体表面态 表面再重组 机理 asphalt mixture sater damage surface state of crystal surface recombination mechanism
  • 相关文献

参考文献7

二级参考文献31

  • 1王爱勤,张承志.水泥石-集料界面过渡区的形成机理及改善途径[J].混凝土与水泥制品,1994(5):18-20. 被引量:14
  • 2郝培文.沥青的酸值对沥青混合料水稳定性的影响[J].石油炼制与化工,1995,26(8):19-22. 被引量:26
  • 3原健安,张登良.沥青与矿料粘附性研究[J].中国公路学报,1995,8(4):7-10. 被引量:30
  • 4毕玉峰,孙立军.沥青混合料抗剪试验方法研究[J].同济大学学报(自然科学版),2005,33(8):1036-1040. 被引量:174
  • 5严家及.道路建筑材料(第3版)[M].北京:人民交通出版社,1996..
  • 6Curtis Christine W,Ensley Keith,Epps Jon.Fundamental properties of asphalt-aggregate interactions including adhesion and absorption [R].Washington DC,SHRP-A-341,National Research Council,1993.
  • 7Lee Nam-Jeong,Jang Jyongsik.The use of a mixed coupling agent system to improve the performance of polypropylene-base composites reinforced with short-glass-fibre mat [J].Composites Science and Technology,1998,57(12):1559-1569.
  • 8Demjén Zoltán,Pukanszky Béla,Foldes Eniko,et al.Evaluation of interfacial interaction in polypropylene/surface treated CaCO3 composites [J].Composites Part A:Applied Science and Manufacturing,1998,29(3):323-329.
  • 9JTJ052-2000.沈金安,李福普.公路工程沥青及沥青混合料试验规程 [S].[S].北京:人民交通出版社,2000..
  • 10Demjén Zoltan,Pukanszky Béla,Foldes Eniko,et al.Possible coupling reactions of functional silanes and polypropylene[J].Polymer,1999,4(7):1763-1773.

共引文献110

同被引文献45

引证文献6

二级引证文献3

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部