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南方潮湿环境下沥青与集料黏附性研究

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本文通过接触角试验和湿度控制箱分别测定不同相对湿度环境下沥青结合料和集料颗粒的表面能参数,以黏附功和剥落功为主要指标,分析了70号基质沥青和SBS改性沥青两种沥青结合料,与花岗岩、石灰岩、玄武岩三种集料间的黏附性。结果显示:沥青材料对相对湿度的变化不敏感,三种集料的表面能随湿度的提升而迅速下降;与70号基质沥青相比,SBS改性沥青与花岗岩、石灰岩、玄武岩集料的黏附功提升幅度分别为25。7%、14。5%和21。3%,SBS改性剂可有效提升沥青与集料间的黏附功;沥青结合料与三种集料间的剥落功随相对湿度的增加而逐渐提高,其中花岗岩的增速最快,且对于70号沥青和SBS改性沥青,相对湿度分别达70%和80%以上时,花岗岩表面的沥青将出现自主剥落风险。
Study on the Adhesion Between Asphalt and Aggregates in the Moist Environment of the South Area
In this paper,the surface energy parameters of asphalt binder and aggregate particles under different relative humidity conditions were determined by contact Angle test and humidity control box,and the adhesion work and spalling work were used as the main indexes to analyze the adhesion between asphalt binder No.70 and SBS modified asphalt and the three aggregates of granite,limestone and basalt.The main conclusions are as follows:asphalt material is not sensitive to the change of relative humidity,and the surface of the three aggregates can decrease rapidly with the increase of humidity.Compared with No.70 matrix asphalt,the adhesive properties of SBS modified asphalt with granite,limestone and basalt aggregate increased by 25.7%,14.5% and 21.3%,respectively.SBS modified asphalt can effectively improve the adhesive properties between asphalt and aggregate.The stripping work between asphalt binder and the three aggregates gradually increases with the increase of relative humidity,among which granite has the fastest growth rate,and for No.70 asphalt and SBS modified asphalt,when the relative humidity reaches 70% and 80%,respectively,the asphalt on the granite surface will appear the risk of autonomous stripping.

asphalt binderrelative humiditywater induced damageadhesionsurface energy

曾磊、闵一桐

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南昌高速公路有限公司,江西 南昌 330004

东南大学,江苏 南京 211189

沥青结合料 相对湿度 水损害 黏附性 表面能

2024

交通节能与环保
人民交通出版社股份有限公司,交通运输部公路科学研究院

交通节能与环保

影响因子:0.286
ISSN:1673-6478
年,卷(期):2024.20(4)