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为解决直投高模量沥青混合料技术存在的添加剂利用率低、混合料低温性能和疲劳性能差等问题，采用低密度乙烯-苯乙烯共聚物类高模量剂制备自反应型高模量沥青及其沥青混合料并评价其技术性能，在纯搅拌工艺下制备3种自反应型高模量沥青HMB6、HMB7和HMB8,高模量剂在自反应型高模量沥青中的质量分数分别为6%、7%、8%,基于微观和理化特性分析高模量剂的分散状态及改性机理，结合宏观性能测试优选高模量剂的合理质量分数，以优选的自反应型高模量沥青HMB7制备并评价高模量沥青混合料的路用性能。结果表明：自反应型高模量沥青的改性过程为高模量剂的物理作用和其与沥青组分化学反应的综合结果；优选的高模量剂在沥青混合料中的质量分数为7%,为干法高模量剂用量的50%～80%,此时高模量剂的微观分散效果及低温性能较理想，且高温等级比采用传统高模量剂时提高1个等级；相应的高模量沥青混合料除高温性能优势外，其低温破坏应变比传统的干法高模量沥青混合料增大18%,疲劳寿命为后者的2～3倍。
Abstract：To address the issues of low additive utilization poor low temperature and fatigue performance in high modulus asphalt mixture, for direct application, a self-reactive high modulus asphalt and asphalt mixture are preparedusing low-density ethylene-styrene copolymer-based high-modulus agents, and their technical performance is evaluated. Three kinds of self-reactive high modulus asphalt are prepared with rather lower content(6%, 7% and 8%) of low-density ethylene-styrene copolymer as high modulus agent by pure mixing process, then the dispersion state and modification mechanism of high modulus agent are analyzed based on microscopic and physicochemical properties. The reasonable content of high modulus agent is selected based on the results of macroscopic performance test. Furthermore, the high modulus asphalt mixture with the preferred modifier content is prepared and its pavement performance is evaluated by laboratory tests. Results show that the modification process of self-reactive high modulus asphalt is a combination of the physical action of the high modulus agent and the chemical reaction between the asphalt binder and the modifier. The preferred high modulus agent content is 7%(by mass of the asphalt), which is 50%-80% of the modifier content in the dry-process. In this condition, the microscopic dispersion effect of the high modulus agent and the low-temperature performance of high modulus asphalt are desirable, and the PG high-temperature grade of high modulus asphalt is improved by one grade compared with that of the conventional high modulus asphalt. In addition to its superior high temperature performance, the high modulus asphalt mixture with optimum modifier content exhibited an 18% improvement in low-temperature destructive strain relative to conventional high modulus asphalt mixture with dry-process, while also achieving a 2 to 3 times extension in fatigue life.
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基本信息:
中图分类号:U414
引用信息:
[1]李炳南,耿立涛,彭佳琳,等.自反应型高模量沥青的技术性能评价[J].山东交通学院学报,2026,34(01):73-79+95.
基金信息:
山东省自然科学基金项目(ZR2023ME037)