不同老化方式下新旧沥青的扩散融合
作者:
作者单位:

1.上海理工大学 环境与建筑学院,上海 200093;2.上海力进铝制工程有限公司,上海 200030;3.浙江致欣检测技术有限公司,浙江 嘉兴 314000

作者简介:

李秀君(1976—),女,江苏江阴人,上海理工大学教授,硕士生导师,博士.E-mail: 363096289@qq.com

通讯作者:

李秀君(1976—),女,江苏江阴人,上海理工大学教授,硕士生导师,博士.E-mail: 363096289@qq.com

中图分类号:

U414


Diffusion of Virgin and Aging Asphalt in Different Aging Methods
Author:
Affiliation:

1.School of Environment and Architecture, University of Shanghai for Science and Technology, Shanghai 200093, China;2.Netfortune (Shanghai) Aluminum Works Co.,Ltd., Shanghai 200030, China;3.Zhejiang Zhixin Testing Technology Co., Ltd., Jiaxing 314000, China

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    摘要:

    分别制备了热氧老化沥青和热氧-紫外老化沥青,构建了新、旧沥青双层扩散模型,并且通过相对浓度与扩散系数的模拟计算、拉拔试验与荧光显微镜试验研究了新、旧沥青扩散融合程度与温度、沥青四组分的关系. 结果表明:热氧-紫外老化沥青更不易与基质沥青扩散融合,与基质沥青的黏附性较差;在10~40 ℃内,新、旧沥青能够快速扩散融合,超过40 ℃后,升高温度对扩散融合的促进作用逐渐减小,且对热氧-紫外老化沥青与基质沥青的扩散融合促进作用的减小速率更大;沥青四组分扩散系数的大小顺序依次为:饱和分>芳香分≥胶质>沥青质,经紫外老化后,四组分的扩散系数均有所下降,沥青质的降幅最大.

    Abstract:

    Thermo-oxygen aging asphalt and thermal oxygen-ultraviolet aging asphalt were prepared. The double-layers diffusion model of virgin and aging asphalt was constructed. Through the simulation calculation of relative concentration and diffusion coefficient, verification of pull-off tensile test and fluorescence microscope test, the relationship of diffusion degree with temperature and four components was analyzed. The results show that the thermal oxygen-ultraviolet aging asphalt is more difficult to diffusion with the virgin asphalt, and the adhesion with the virgin asphalt is poor. In the range of 10 ℃ to 40 ℃, the virgin and aging asphalt can diffuse rapidly. When the temperature is over 40 ℃, the promoting effect of increasing temperature on diffusion gradually decreases. The decreasing rate of promoting effect is greater for the diffusion of thermal oxygen-ultraviolet asphalt and virgin asphalt. The diffusion coefficients of four components of asphalt from large to small are in the order: saturate>aromatic≥resin>asphaltene. After ultraviolet aging, the diffusion coefficients of the four components decrease. Among them, asphaltene declines most significantly.

    表 3 规划求解法计算结果与试验结果Table 3 Calculation results of programming solution method and test results
    表 2 沥青模型的分子数量Table 2 Model molecule number of asphalt
    图1 3种沥青分子模型的示意图Fig.1 Schematic diagram of three kinds of asphalt molecule model
    图2 3种沥青模型能量、径向分布函数和密度的变化曲线Fig.2 Curves of energy, radial distribution function and density of three kinds of asphalt model
    图3 新旧沥青双层扩散融合模型Fig.3 Double-layer diffusion model of virgin and aging asphalt
    图4 不同温度下VI-TO相对浓度和扩散融合层厚度的变化Fig.4 Variation of relative concentration and diffusion layer thickness of VI-TO at different temperatures
    图5 303 K VI-TO与VI-TOUV的相对浓度和扩散融合层厚度Fig.5 Relative concentration and diffusion layer thickness of VI-TO and VI-TOUV at 303 K
    图6 不同温度下VI-TO和VI-TOUV中老化沥青的扩散系数Fig.6 Diffusion coefficients of aging asphalts in VI-TO and VI-TOUV at different temperatures
    图7 拉拔试验试件制备过程示意图Fig.7 Schematic diagram of pull-off tensile test specimen preparation process
    图8 VI-TO和VI-TOUV的F、最大拉应变和界面能与时间的关系曲线Fig.8 Curves of F, maximum tensile strain and interface energy of VI-TO and VI-TOUV with time
    图9 30%环氧树脂基质沥青与老化沥青扩散融合后的荧光显微镜图像Fig.9 Fluorescence images after diffusion fusion of epoxy resin(30%) virgin asphalt and aging asphalt
    图10 VI-TO和VI-TOUV的光学特征参数Fig.10 Optical characteristic parameters of VI-TO and VI-TOUV
    图11 分子动力学计算结果、拉拔试验结果和荧光显微镜图像光学特征参数的相关性分析结果Fig.11 Correlation analysis of molecular dynamics, pull-off tensile test results and optical characteristic parameters of fluorescence images
    图12 303 K VI-TO四组分的相对浓度Fig.12 Relative concentration of four components in VI-TO at 303 K
    图13 303K老化沥青四组分的扩散系数Fig.13 Diffusion coefficients of four cmponents in aging asphalt at 303K
    表 1 沥青的技术指标Table 1 Technique indexes of asphalts
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引用本文

李秀君,董力铭,孙悦,张恒,赵麟昊.不同老化方式下新旧沥青的扩散融合[J].建筑材料学报,2024,27(2):121-131

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  • 收稿日期:2023-02-10
  • 最后修改日期:2023-05-05
  • 在线发布日期: 2024-02-29
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