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橡胶粉改性沥青路用性能试验分析
引用本文:毛磊,杨东来,黄维蓉. 橡胶粉改性沥青路用性能试验分析[J]. 公路交通技术, 2014, 0(2): 34-37
作者姓名:毛磊  杨东来  黄维蓉
作者单位:[1]广东省长大公路工程有限公司,广州511431 [2]重庆交通大学,重庆400074
基金项目:广东省交通运输厅科技项目(2011-146)
摘    要:选用20、40、80目3种橡胶粉,按15%、18%、21%、24%四种比例掺入70#基质沥青配制橡胶改性沥青,对改性沥青进行针入度、延度、软化点试验。结果表明:基质沥青经过不同粒径的橡胶粉改性后,沥青软化点和当量软化点升高,针入度降低,针入度指数增大,沥青温度敏感性降低,综合性能得到提高。

关 键 词:橡胶粉  改性沥青  敏感性  性能

Experimental Analysis for Road Performance of Rubber Powder Modified Asphalt
MAO Lei,YANG Donglai,HUANG Weirong. Experimental Analysis for Road Performance of Rubber Powder Modified Asphalt[J]. Technology of Highway and Transport, 2014, 0(2): 34-37
Authors:MAO Lei  YANG Donglai  HUANG Weirong
Affiliation:MAO Lei,YANG Donglai,HUANG Weirong
Abstract:This paper selects 20 , 40 and 80-mesh rubber powders and mixes into No.70 matrix asphalt in 15%, 18%, 21% and 24% proportions to prepare rubber modified asphalt, and tests needle penetration, ductility and softening point of the modified asphalt. The result shows that after the matrix asphalt is modified by rubber powders in different particle sizes, the softening point of asphalt and equivalent softening point rise, the needle penetration reduces, the index of needle penetration increases, the temperature sensibility of asphalt decreases, and comprehensive performance is improved.
Keywords:rubber powder  modified asphalt  sensibility  performance
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