新型温拌改性沥青的研发及其路用性能
作者:
作者单位:

作者简介:

通讯作者:

中图分类号:

基金项目:

天津市市政公路管理局科技项目(2012 23)


Preparation and Road Performance of New Warm Mix Modified Asphalt
Author:
Affiliation:

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    为解决目前国内温拌剂对国外温拌技术和知识产权依赖较重、成本较高的问题,自主研发了A型和B型2种新型温拌剂,研究了其对SBS改性沥青针入度、软化点和延度这3大指标及耐老化性能的影响,确定了2种新型温拌改性沥青的拌和及压实温度,并通过红外光谱(FTIR)和热重(TG)试验探究了其作用机理.结果表明:2种新型温拌剂可明显降低沥青的针入度,提高沥青的软化点;A型温拌剂对沥青低温性能有一定负面影响,但仍符合规范要求,B型温拌剂可改善沥青的低温性能;2种新型温拌改性沥青与集料的黏附性良好且2种新型温拌剂可明显降低沥青的施工温度;2种新型温拌剂掺入沥青后发生了化学反应,使沥青黏度明显降低,热失重更加平缓稳定,表现出更好的热稳定性.

    Abstract:

    In order to solve the problem of high cost and high dependence on foreign technology, two warm mix agents A and B were developed and the basic road performance of the two new warm mix modified asphalts was studied. The mixing and compaction temperatures of them were determined. The three main indicators (penetration, ductility, softening point) of the two new warm mix asphalts were compared to other warm mix asphalts. The mechanism of the two warm mix modified asphalts was probed using FTIR test and TG test. Results show that: the penetration of asphalt can be reduced and the softening point can be raised significantly with the addition of the two warm mix agent. Agent A has some impact on the low temperature property of asphalt, but it still meets the requirements in relevant standard. The low temperature property of asphalt can be improved by agent B. The adhesion between the two asphalts and aggregate is good. The construction temperature of asphalt mixtures can be lowered by using two warm mix agent. There is chemical reaction when the two warm mix agents are added into asphalt, which leads to a decline of viscosity of asphalt. The thermal weight loss of the two warm mix modified asphalt is more stable.

    参考文献
    相似文献
    引证文献
引用本文

贺海,王朝辉,孙晓龙,王新岐,王晓华.新型温拌改性沥青的研发及其路用性能[J].建筑材料学报,2014,17(5):927-932

复制
分享
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:2013-05-06
  • 最后修改日期:2013-07-05
  • 录用日期:
  • 在线发布日期: 2014-10-31
  • 出版日期: