期刊文献+

基于组分挥发与基团变化的沥青老化机制研究 被引量:10

Investigation on Bitumen Ageing Mechanism by Components Volatilization and Functional Group Changes
下载PDF
导出
摘要 在道路建设领域,沥青材料越来越受到重视,然而,沥青的老化也随着加热拌和、摊铺、服役一直存在,其结果是使沥青的路用性能发生劣化.通过气相色谱-质谱联用技术模拟并测试了沥青的物理性老化、使用TFOT,PAV,UV,酸溶液浸泡模拟了沥青的化学性老化.并使用四组分测试与红外测试,研究了沥青的老化机制.研究结果表明,短期老化条件下主要发生轻质组分挥发,且挥发物复杂程度受温度影响较大;压力老化对沥青四组分与官能团影响最大,四组分与基团均发生大幅度变化;紫外老化主要影响硫原子所带的化学键,使亚砜基大幅增多;酸性环境下,沥青中的芳香分增多,但胶体结构仍遭到破坏.四种老化模式均会降低沥青的胶体稳定性指数. Bituminous materials become increasingly important in road construction field. However, ageing, which results in deteriorate in pavement performance, runs through the whole life of bitumen, including heating, mixing, paving and servicing period. In this research, GC-MS is used to simulate and characterize the physical ageing of bitumen by means of volatile components. TFOT, PAV, UV and acid solution are used to accelerate the chemical ageing of bitumen while four components and FTIR spectrogram are used to characterize the mechanism of chemical ageing. The result shows that the light fraction mainly volatize in TFOT process. The higher the temperature is, the more complex the components volatize. PAV exerts the biggest impact on four components and functional group in bitumen. UV ageing leads to more sulfoxide group. The aromatic increases in acid circumstance. The colloid structure is destroyed anyway. All the ageing accelerate methods decrease the index of colloid stability.
出处 《武汉理工大学学报(交通科学与工程版)》 2017年第4期673-677,共5页 Journal of Wuhan University of Technology(Transportation Science & Engineering)
基金 国家重大科学仪器设备开发专项项目(2013YQ160501) 河北省交通运输厅科技计划项目(2013-1-3)资助
关键词 沥青 老化机制 组分分析 挥发性有机物 bitumen ageing mechanism components analysis volatile organic compounds
  • 相关文献

参考文献2

二级参考文献28

  • 1原健安,张登良.温度对胜利沥青热老化的影响[J].西安公路学院学报,1995,15(1):35-39. 被引量:8
  • 2原健安.沥青老化过程中结晶性蜡的生成是导致性能变差的重要因素[J].西安公路交通大学学报,1997,17(1):9-11. 被引量:7
  • 3LU X,ISACSSON U.Artificial Aging of Polymer Modified Bitumens[J].Journal of Applied Polymer Science,2000,76(12):1811-1824.
  • 4化工部合成材料研究院.合成材料防老化实用手册[M].北京:化学工业出版社,1991:40-102.
  • 5姚祖康 莫尼史密斯·卡尔.用炭黑加劲的沥青混合料的性状[J].同济大学学报:自然科学版,1987,15(1):77-90.
  • 6沈金安.沥青与沥青混合料[M].北京:人民交通出版社,2001.
  • 7袁德明,康蕾,廖克俭,丛玉凤,闫锋.两种道路沥青老化动力学研究的比较[J].化学工业与工程,2008,25(1):44-47. 被引量:9
  • 8Matthe W. Warm mix asphalt technologies and research [J]. Fed- eral Highway Administration Office of Pavement Technology, 2006,3( 1 ) :26 -28.
  • 9Aitkus A,ygas D, Laurinavi cius A,et al. Analysis and evalua- tion of possibilities for the use of warm mix asphalt in Lithuania [J]. Baltic Journal of Road & Bridge Engineering,2009,4(2) : 80 - 86.
  • 10樊华.浅析高速公路运输业节能减排问题及对策[J].中国信息化,2012(24):371.

共引文献61

同被引文献110

引证文献10

二级引证文献44

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部