期刊文献+

纳米炭黑粒径对沥青路用性能影响研究 被引量:4

Influence of Particle Size of Nano Carbon Black on Road Performance of Asphalt
原文传递
导出
摘要 为提高沥青胶结料的路用性能,探讨了纳米炭黑粒径对沥青胶结料老化前后性能的影响。分别进行了老化前沥青针入度、延度、软化点、旋转黏度以及薄膜烘箱加热短期老化试验。试验结果表明:纳米炭黑可以提高沥青的高温稳定性、短期抗老化能力以及降低温度敏感性;随着纳米炭黑粒径的增大,纳米炭黑沥青25℃针入度增大、15℃延度逐渐减小、软化点略有提高、针对度指数PI值与60℃旋转黏度先增大后减小、短期老化残留物25℃针入度比与15℃延度及其比值逐渐减小。基于综合性能最优角度出发,建议采用N220纳米炭黑对沥青进行改性。 In order to improve the road performance of asphalt binder, the influence of particle size of nano carbon black on the properties of asphalt binder before and after aging is discussed. The penetration, ductility, softening point, rotational viscosity before aging and short-term aging test of film oven beating are carried out respectively. The test results show that nano carbon black could improve the high temperature stability, short-term aging resistance and temperature sensitivity of asphalt. Nano carbon black asphalt 25℃ penetration increases, 15℃ ductility decreases, the softening point increases slightly, the penetration index PI value and 60℃ rotational viscosity increase first and then decrease, the short term aging residue 25℃ penetration and 15℃ ductility and the ratio decrease gradually with the increase of particle size of the nano carbon black. N220 nano carbon black is recommended to modify the asphalt based on the optimum comprehensive performance.
作者 杨国良 陈乙轩 陈振誉 谢和春 刘峰 蓝涛 YANG Guo-liang;CHEN Yi-xuan;CHEN Zhen-yu;XIE He-chun;LIU Feng;LAN Tao(School of Civil Engineering, Guangzhou University, Guangzhou 510006, China;GZHU Engineering Inspection and Consuhing Co. Ltd, Guangzhou 510006, China)
出处 《公路》 北大核心 2018年第4期205-209,共5页 Highway
基金 广东省大学生创新训练项目,项目编号201611078071
关键词 改性沥青 纳米炭黑粒径 温度敏感性 高温稳定性 短期老化 road performance of asphalt particle size of nano carbon black temperature sensitivity high temperature stability short-term aging
  • 相关文献

参考文献6

二级参考文献25

共引文献64

同被引文献38

引证文献4

二级引证文献19

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