辽宁省交通高等专科学校学报2024,Vol.26Issue(1) :12-16.

高掺量橡胶粉改性沥青混合料性能研究

Study On Properties of Asphalt Mixture Modified by High Dosage Rubber Powder

王军霞
辽宁省交通高等专科学校学报2024,Vol.26Issue(1) :12-16.

高掺量橡胶粉改性沥青混合料性能研究

Study On Properties of Asphalt Mixture Modified by High Dosage Rubber Powder

王军霞1
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作者信息

  • 1. 中铁十八局集团有限公司,天津 300222
  • 折叠

摘要

为加强永久性路面建设,提高沥青路面路用性能,延长路面使用寿命.本文对 30%掺量橡胶粉改性沥青混合料(ARHM20)进行研究.通过马歇尔试验确定最佳油石比为 4.8%,得到马歇尔稳定度为 9.61kN,空隙率为 3.3%,毛体积密度为 2.436g/cm3;通过车辙试验测得动稳定度DS= 6683 次/mm;通过三点弯曲试验测得最大弯拉应变为 4456με,抗弯拉强度为 13.45MPa,弯曲模量为 3089MPa,满足高速公路使用要求.依托实际工程得出,高掺量橡胶粉改性沥青混合料路用性能良好,研究结果可在行业推广使用.

Abstract

In order to strengthen the construction of permanent pavement and improve the performance of asphalt pavement and extend the service life of pavement,30%rubber powder modified asphalt mixture(ARHM20)was studied.The best oil-stone ratio was determined by Marshall test to be 4.8%,and the Marshall stability was 9.61kN,void fraction was 3.3%,and gross volume density was 2.436g/cm3.Through the rut test,the dynamic stability was 6683 times/mm.The maximum flexural tensile strain was 4456,the flexural tensile strength was 13.45MPa,and the bending stiffness modulus was 3089MPa.Based on the ac-tual project,the high content of rubber powder modified asphalt mixture has good pavement performance,and the research results can be popularized in the industry.

关键词

高掺量/橡胶粉/路用性能/改性机理

Key words

high dosage/rubber powder/road performance/modification mechanism

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出版年

2024
辽宁省交通高等专科学校学报
辽宁省交通高等专科学校

辽宁省交通高等专科学校学报

影响因子:0.349
ISSN:1008-3812
参考文献量4
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