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基于表面能理论研究盐冻循环对沥青-矿料界面粘附性的影响
引用本文:王岚,贾永杰,张大伟,胡江三. 基于表面能理论研究盐冻循环对沥青-矿料界面粘附性的影响[J]. 复合材料学报, 2016, 33(10): 2380-2389. DOI: 10.13801/j.cnki.fhclxb.20151221.001
作者姓名:王岚  贾永杰  张大伟  胡江三
作者单位:1.内蒙古工业大学 土木工程学院, 呼和浩特 010051;
基金项目:国家自然科学基金(11462018),内蒙古自然科学基金(2014MS0507)
摘    要:根据表面能理论,采用接触角测量法测定盐冻循环前后苯乙烯-丁二烯-苯乙烯(SBS)、废胎胶粉(CR)和复合胶粉(CCR)3种聚合物改性沥青、石灰岩、玄武岩和花岗岩的表面自由能参数,分别计算出盐冻循环前后沥青-矿料系统的粘附功和剥落功,从而确定盐冻循环对沥青-矿料系统粘附和剥落特性的影响。结果表明:盐冻循环前后,沥青与矿料的粘附过程以及水侵入沥青-矿料界面的剥落过程的比表面自由能变化均为负值,说明沥青与矿料的粘附过程和剥落过程均自发进行;随着盐冻循环次数和盐浓度的增加,沥青-矿料系统粘附功逐渐减小,剥落功逐渐增大,粘附性和抗水损害能力逐渐减弱;当沥青种类相同时,沥青与石灰岩的粘附功最大,剥落功最小,沥青与花岗岩的粘附功最小,剥落功最大;当矿料种类相同时,CCR改性沥青与矿料的粘附功最大,剥落功最小,SBS改性沥青与矿料的粘附功最小,剥落功最大。 

关 键 词:表面自由能   沥青-矿料界面   粘附性   水损害   盐冻循环
收稿时间:2015-09-28

Influence of salt freezing cycle on interfacial adhesion of asphalt-aggregate based on surface energy theory
WANG Lan,JIA Yongjie,ZHANG Dawei,HU Jiangsan. Influence of salt freezing cycle on interfacial adhesion of asphalt-aggregate based on surface energy theory[J]. Acta Materiae Compositae Sinica, 2016, 33(10): 2380-2389. DOI: 10.13801/j.cnki.fhclxb.20151221.001
Authors:WANG Lan  JIA Yongjie  ZHANG Dawei  HU Jiangsan
Affiliation:1.College of Civil Engineering, Inner Mongolia University of Technology, Hohhot 010051, China;2.Energy and Transportation Engineering Institute, Inner Mongolia Agricultural University, Hohhot 010018, China
Abstract:According to the theory of surface energy,the surface free energy parameters of styrene-butadiene-sty-rene (SBS),crumb rubber (CR)and composite crumb rubber (CCR)of three kinds of polymer modified asphalt be-fore and after salt freezing cycle and limestone,basalt,granite were measured by contact angle measurement meth-od.Adhesion work and spalling work of asphalt-aggregate system were calculated before and after salt freezing cy-cle,so as to determine the influence of salt freezing cycle on the adhesion and spalling properties of asphalt-aggregate system.The results show that the specific surface free energy variation of adhesion process and spalling process of asphalt and aggregate system are all negative before and after salt freezing cycle,explaining the process of adhesion and spalling of asphalt and aggregate are all spontaneous.With the increase of salt freezing cycles and salt concentra-tion,the adhesion work of asphalt-aggregate system gradually decreases,and the spalling work gradually increa-ses,adhesion and resistance to water damage ability are weakened gradually.When the asphalt type is the same,the adhesive work of asphalt and limestone is the largest,and the spalling work is the smallest,the adhesive work of the asphalt and granite is the smallest,and the spalling work is the largest.When the aggregate type is the same,the adhesive work of CCR modified asphalt and limestone is the largest,and the spalling work is the smallest,the adhe-sive work of the SBS modified asphalt and granite is the smallest,and the spalling work is the largest.
Keywords:surface free energy  asphalt-aggregate interface  adhesion property  water damage  salt freezing cycle
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