复合沥青材料的制备及其在道路修复中的性能研究

Tiezeng Zhu, Xudan Li
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引用次数: 0

摘要

沥青材料在道路上的应用非常广泛,但随着交通压力的增大和传统沥青路面开裂、车辙的加剧,迫切需要进一步提高沥青材料的性能。本文制备了含有10%、20%、30%特立尼达湖沥青(TLA)和0%、2%、3%、4%丁苯橡胶(SBR)的复合沥青材料。分析了它们的基本性能和用于道路修复的混合料的性能。结果发现,TLA和SBR的加入使材料的渗透程度降低,但明显提高了材料的软化点,TLA不利于材料的延性,而SBR可以提高材料的延性。从路面修复料的性能分析来看,20% TLA+3% SBR的综合性能较好,其动态稳定性达到3712.66次/mm,水稳定性也较好,其刚度模量为332.64 MPa。结果表明,掺加TLA和SBR对沥青性能有改善作用,该方法可在实际工程中应用。
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Preparation of the composite asphalt material and its performance in road rehabilitation
Asphalt materials have a very wide range of applications in roads, but with the increase of traffic pressure and the intensification of cracking and rutting in traditional asphalt pavements, there is an urgent need to further improve the performance of asphalt materials. In this paper, composite asphalt materials containing 10%, 20%, and 30% trinidad lake asphalt (TLA) and 0%, 2%, 3%, and 4% styrene-butadiene rubber (SBR) were prepared. Their basic properties and the properties of the mixes used for road rehabilitation were analyzed. It was found that the addition of TLA and SBR caused a decrease in the penetration degree of the material, but significantly increased the softening point of the material, TLA was detrimental to the ductility of the material, and SBR could improve the ductility. From the analysis of the performance of road rehabilitation mixes, the comprehensive performance of 20% TLA+3% SBR was good, its dynamic stability reached 3,712.66 times/mm, its water stability was also good, and its stiffness modulus was 3,332.64 MPa. The results prove the improvement of TLA and SBR for asphalt performance, and this method can be applied in practical projects.
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