有机融雪剂对沥青的影响及作用机理研究
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1.西安建筑科技大学;2.陕西省高速公路集团建设公司

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基金项目:

陕西省交通运输厅交通科技项目(16-14k);浙江省公路与运输管理中心科技计划项目(2019H01);陕西省高性能混凝土工程实验室2017年开放基金(SHPC201704);衢州市科技计划项目(2019K39)


Effect of Organic Snow-melting agent on Asphalt Performance and Analysis of Macro and Micro Mechanism
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Affiliation:

1.Xi''an University of architecture and technology;2.Shaanxi Expressway Group Construction Company

Fund Project:

Transportation Science and technology project of Shaanxi Provincial Department of transportation (16-14k); science and technology plan project of Zhejiang Provincial Highway and Transportation Management Center (2019h01); 2017 open fund of Shaanxi High Performance Concrete Engineering Laboratory (shpc201704); Quzhou science and technology plan project (2019k39)

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    摘要:

    为分析有机融雪剂对沥青材料性能的影响及其作用机理,制作浓度为20%的三种不同组成的有机融雪剂A3N、A2C、A2A,静态浸泡腐蚀基质沥青和SBS改性沥青,设置氯盐融雪剂和清水对照组,以7d为一周期,开展六周期腐蚀,测定沥青三大指标变化,分析融雪剂对沥青性能的影响。同时对腐蚀后的沥青进行RTFOT老化,测定其三大指标及Brookfield粘度,分析腐蚀对沥青抗老化性能的影响;对比浸泡前后沥青宏观表面特征变化,分析腐蚀机理;利用荧光显微镜观察沥青腐蚀前后相态结构,借助图像处理软件Image-pro plus进行沥青微观孔隙面积和直径的计算和定量分析;基于Verhulst模型对腐蚀周期内沥青针入度进行非线性拟合,量化沥青针入度的变化。发现经浸泡腐蚀后,沥青延度和抗老化性能均减弱,A2C、清水和氯盐可改善沥青高温性能;基质沥青发生可视化的表面特征变化,SBS分子荧光相发生“团聚”,沥青微观孔隙面积和直径出现不同程度增加或降低。分析认为A3N、A2C和A2A中有机组分与沥青发生相似相溶,并破坏SBS分子网状结构,造成沥青高低温和抗老化性能减弱,与氯盐的渗入相比,有机融雪剂乳化溶解作用的腐蚀性较弱;腐蚀后沥青荧光显微相态分布和微观结构参数的改变与性能指标变化存在一定相关性,且沥青针入度变化符合Verhulst模型。

    Abstract:

    To analyze the effect of organic snow-melting agent on the asphalt performance and the mechanism, 20% solution of three kinds of organic snow-melting agent (A3N, A2C and A2A) were made to soak base and SBS modified asphalt, while chlorine salt and pure water control group were set up. Six cycles corrosion was carried out with 7 days as a cycle. Three indexes of asphalt were measured to analyze the effect of snow-melting agents on asphalt’s performance. Meanwhile, three indexes and Brookfield viscosity were examined to investigate the effect of snow-melting agents on anti-aging performance of asphalt after the Rolling Thin Film Oven test. Changes of soaked asphalt in macroscopic representation were observed to analyze mechanism of the corrosion. Phase structure change was observed by fluorescence microscope. Micro pore area and diameter in asphalt were calculated and analyzed using Image-pro plus. Change of penetration during the corrosion cycles was non-linearly fitted based on Verhulst model. It is found that soaked asphalt had weaker ductility and anti-aging performance. A2C, water and chloride salt can improve high-temperature performance of asphalt to certain extent. Surface characteristics of base asphalt showed visible changes. Fluorescence phase of SBS molecule was "reunited". Microscopic pore area and diameter of asphalt showed fluctuating results. Analysis suggests that organic components in A3N, A2C and A2A caused "like dissolves like" between asphalt and the deicing agents and destroyed the network structure of SBS molecule, leading to the decline of extreme temperature and anti-aging performance. Compared with the effects of chloride salt, the corrosive emulsification and dissolution of organic snow melting agents is weaker. Correlation can be seen between the changes of phase distribution, microstructure parameters of asphalt and the changes of performance indexes. The change of penetration conforms to the Verhulst model.

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  • 收稿日期:2020-02-08
  • 最后修改日期:2020-04-24
  • 录用日期:2020-05-11
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