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沥青微观结构组成研究进展

谭忆秋 李冠男 单丽岩 吕慧杰 孟安鑫

谭忆秋, 李冠男, 单丽岩, 吕慧杰, 孟安鑫. 沥青微观结构组成研究进展[J]. 交通运输工程学报, 2020, 20(6): 1-17. doi: 10.19818/j.cnki.1671-1637.2020.06.001
引用本文: 谭忆秋, 李冠男, 单丽岩, 吕慧杰, 孟安鑫. 沥青微观结构组成研究进展[J]. 交通运输工程学报, 2020, 20(6): 1-17. doi: 10.19818/j.cnki.1671-1637.2020.06.001
TAN Yi-qiu, LI Guan-nan, DAN Li-yan, LYU Hui-jie, MENG An-xin. Research progress of bitumen microstructures and components[J]. Journal of Traffic and Transportation Engineering, 2020, 20(6): 1-17. doi: 10.19818/j.cnki.1671-1637.2020.06.001
Citation: TAN Yi-qiu, LI Guan-nan, DAN Li-yan, LYU Hui-jie, MENG An-xin. Research progress of bitumen microstructures and components[J]. Journal of Traffic and Transportation Engineering, 2020, 20(6): 1-17. doi: 10.19818/j.cnki.1671-1637.2020.06.001

沥青微观结构组成研究进展

doi: 10.19818/j.cnki.1671-1637.2020.06.001
基金项目: 

国家自然科学基金项目 U1633201

详细信息
    作者简介:

    谭忆秋(1968-), 女, 吉林德惠人, 哈尔滨工业大学教授, 工学博士, 从事沥青基材料复杂黏弹行为研究

  • 中图分类号: U414

Research progress of bitumen microstructures and components

Funds: 

National Natural Science Foundation of China U1633201

More Information
  • 摘要: 为了进一步促进沥青微观组成结构的发展, 综述了国内外沥青化学组成、微观结构理论、数值模拟与试验研究方法; 介绍了沥青四组分物理化学性能, 蜡与杂原子对沥青微观结构的影响; 综合沥青胶体理论与改进的Yen模型对沥青微观结构进行了研究; 分析了沥青微观组成结构研究中常用的分子动力学与相场法; 总结了凝胶渗透色谱、红外光谱、小角散射技术、显微技术等方法在沥青微观结构的研究进展。研究结果表明: 沥青应被视为一个化学连续体, 沥青中各类分子的摩尔质量、氢碳比、极性等, 按饱和分、芳香分、胶质、沥青质的顺序递变, 主碳链大于C40的蜡可以视为沥青质组分, 沥青中的氧、氮、硫杂原子以特征官能团的形式存在于沥青质、胶质、芳香分等极性较强的组分中, 是沥青分子结构组成的关键参数之一, 也与沥青-集料的黏附性能密切相关; 沥青的胶体状态是沥青黏弹行为的微观结构基础, 改进的Yen模型可以对沥青胶体理论进一步解释, 即沥青质浓度低于纳米聚集体的临界浓度时, 沥青表现为溶胶结构, 当沥青质浓度逐渐高于纳米聚集体的临界浓度时, 沥青中出现团簇与絮凝, 沥青微观结构由溶胶结构向凝胶结构转变; 沥青微观结构中广泛采用的模拟方法包含分子动力学与相场法, 但2个模拟方法均对沥青的微观结构进行了一定程度简化, 以微观结构模拟为基础的沥青多尺度仿真方法仍面临着巨大的挑战; 结合沥青化学成分、沥青胶体理论与流变特征建立完整的力学本构关系将是沥青材料科学的重要发展方向之一。

     

  • 图  1  沥青典型官能团

    Figure  1.  Typical functional groups in bitumen

    图  2  沥青质在SiO2晶体表面的吸附

    Figure  2.  Asphaltene adsorption on SiO2 crystal surface

    图  3  沥青胶体理论

    Figure  3.  Bitumen colloid theory

    图  4  沥青质纳米聚集体多尺度模型

    Figure  4.  Multi-scale model of asphaltene nano-aggregates

    图  5  温度与剪速对沥青流动特性和内部结构的影响

    Figure  5.  Influence of temperature and shear rate on flow characteristics and internal structure of bitumen

    图  6  沥青分子动力学模型

    Figure  6.  Bitumen molecular dynamics model

    图  7  沥青相分离模型

    Figure  7.  Bitumen phase separation model

    图  8  沥青微观结构组成的试验和模拟方法

    Figure  8.  Experiment and simulation methods of bitumen microstructures and components

    图  9  GPC试验原理

    Figure  9.  GPC test principle

    图  10  沥青胶结料的GPC试验结果

    Figure  10.  GPC test results of asphalt binder

    图  11  SANS测试原理

    Figure  11.  SANS test principle

    图  12  沥青蜂状结构

    Figure  12.  Bitumen bee structure

    图  13  AFM下沥青的相态结构

    Figure  13.  Bitumen phase structure under AFM

    图  14  沥青中平行于应力方向的网状结构

    Figure  14.  Network structure parallel to stress direction in bitumen

    图  15  TEM下沥青胶浆的微观结构

    Figure  15.  Microstructure of asphalt mortar under TEM

    表  1  沥青四组分的化学组成

    Table  1.   Chemical compositions of four components of bitumen

    组分 饱和分 芳香分 胶质 沥青质
    形态 白色半透明液态 红色液态 黑色板状固体 黑色粉末状
    密度/(g·cm-3) 0.90 1.00 1.07 1.15
    质量百分比/% 3.0~19.1 22.4~46.6 23.2~52.7 4.0~22.9
    摩尔质量/(g·mol-1) 600 800 1 100 800~3 500
    溶度参数/MPa-0.5 15.0~17.0 17.0~18.5 18.5~20.0 17.6~21.7
    氢碳比 2.00 / 1.38~1.69 1.15
    碳元素百分比/% 78.0~85.6 80.0~87.3 67.0~88.0 80.0~88.6
    氢元素百分比/% 12.0~14.4 9.0~13.0 9.0~12.0 7.1~10.0
    氮元素百分比/% < 0.1 0~4.0 0.2~1.7 0.3~4.0
    氧元素百分比/% < 0.1 2 0.3~2.0 1.0~2.7
    硫元素百分比/% < 0.1 0~4 0.4~5.0 3.0~9.3
    下载: 导出CSV
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