用氧化锌改性的沥青混合料的耐老化性评估

H. Rondón-Quintana, C. Zafra-Mejía, Carlos Felipe Urazán-Bonells
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摘要

沥青混合料的氧化和老化现象会影响路面中沥青混合料的强度和耐久性。一些研究正试图通过纳米颗粒改变粘结剂的特性来提高对这种现象的抵抗力。氧化锌(ZnO)就是在这一领域大有可为的一种材料,尤其是在提高抗紫外线(UV)老化性能方面。很少有研究评估过这些纳米颗粒对沥青胶结料抗热氧化性的影响,而关于热拌沥青(HMA)的研究则更加稀少和有限。因此,本研究对使用氧化锌改性沥青粘结剂生产的 HMA 的抗热氧化老化性能进行了评估。首先用 0、1、3、5、7.5 和 10% 的氧化锌(占沥青粘结剂重量的百分比;ZnO/AC,单位 wt%)对沥青水泥(AC 60-70)进行改性,然后在轧制薄膜烤箱试验(RTFOT)和压力老化容器(PAV)中进行老化试验。对这些粘结剂进行了渗透性、粘度和软化点测试,并计算和评估了老化指数。然后使用这些粘结剂制造 HMA 样品,并通过马歇尔方法进行设计,确定最佳沥青粘结剂含量(OAC)和最佳氧化锌/AC 比率。对照组(未改性)和改性 HMA 经过了短期烘箱老化(STOA)和长期烘箱老化(LTOA)程序。对这些混合物进行了马歇尔、间接拉伸强度(ITS)和弹性模量(RM)测试。这些测试中测得的参数的 LTOA/STOA 结果被用作老化指数。研究表明,氧化锌能提高沥青胶结料和 HMA 的抗热氧化老化性能。在马歇尔试验和 ITS 试验中,氧化锌还有助于提高单调加载和 RM 试验中重复加载下的抗性。同样,它也有助于略微提高抗湿气破坏的能力。使用 ZnO/AC = 5 wt% 时性能最佳。
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Aging Resistance Evaluation of an Asphalt Mixture Modified with Zinc Oxide
The phenomenon of the oxidation and aging of asphalt binders affects the strength and durability of asphalt mixtures in pavements. Several studies are trying to improve the resistance to this phenomenon by modifying the properties of the binders with nano-particles. One material that shows promise in this field is zinc oxide (ZnO), especially in improving ultraviolet (UV) aging resistance. Few studies have evaluated the effect of these nano-particles on the thermo-oxidative resistance of asphalt binders, and, on hot-mix asphalt (HMA), studies are even more scarce and limited. Therefore, in the present study, the resistance to thermo-oxidative aging of an HMA manufactured with an asphalt binder modified with ZnO was evaluated. An asphalt cement (AC 60–70) was initially modified with 0, 1, 3, 5, 7.5, and 10% ZnO (percentage by weight of asphalt binder; ZnO/AC in wt%), and then exposed to aging in Rolling Thin-Film Oven tests (RTFOT) and a Pressure Aging Vessel (PAV). Penetration, viscosity, and softening point tests were performed on these binders, and aging indices were calculated and evaluated. Samples of HMAs were then manufactured using these binders and designed by the Marshall method, determining the optimum asphalt binder content (OAC) and the optimum ZnO/AC ratio. Control (unmodified) and modified HMA were subjected to short-term oven aging (STOA) and long-term oven aging (LTOA) procedures. Marshall, Indirect Tensile Strength (ITS), and resilient modulus (RM) tests were performed on these mixtures. LTOA/STOA results of the parameters measured in these tests were used as aging indices. In this study, ZnO was shown to increase the thermo-oxidative aging resistance of the asphalt binder and HMA. It also contributed to an increase in the resistance under monotonic loading in the Marshall and ITS tests, and under repeated loading in RM test. Likewise, it contributed to a slightly increasing resistance to moisture damage. The best performance is achieved using ZnO/AC = 5 wt%.
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