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Effects of rejuvenator on performance-based properties of rejuvenated asphalt binder and mixtures

机译:再生剂对再生沥青混合料及混合物性能的影响

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Firstly, the performance-based properties of rejuvenated aged asphalt binders, i.e., the blends of aged binders containing a rejuvenator at various percentages, were investigated under high, intermediate and low temperatures. The tests were conducted on the blends at three stages as follows: no aging, rolling thin film oven (RTFO) residuals and as well RTFO + pressure aging vessel (PAV) residuals through dynamic shear rheometer (DSR) and bending beam rheometer (BBR) tests. Optimum concentrations of the rejuvenator needed for the blends to reach a target PG grade were obtained from the blending charts of the rejuvenated aged binders in terms of performance properties. The rejuvenator is a soft binder containing a low asphaltene content of 2 wt%. Secondly, selected performance-based properties were conducted on hot mix asphalt (HMA) using the rejuvenated aged binder and a virgin HMA as a control mixture. Results showed that the rejuvenator affected significantly the performance-based properties of both the rejuvenated aged binders and the mixtures containing the rejuvenated aged binders. It was possible to get optimum concentrations of the rejuvenator using the blending charts so that the rejuvenated binders reach a target PG grade. The mean value of the concentrations was proved to be more reliable through the performance-based properties of the mixtures if it is used for a design value for recycling. The properties of the asphalt paving mixtures with the rejuvenated binders were even improved or in the same level as the properties of the virgin mixtures.
机译:首先,在高温,中温和低温下,研究了再生的老化沥青粘合剂的性能基础性能,即含有不同百分比的再生剂的老化粘合剂的共混物。通过以下三个阶段对共混物进行测试:无时效,滚动薄膜烘箱(RTFO)残留物以及通过动态剪切流变仪(DSR)和弯曲束流变仪(BBR)的RTFO +压力时效容器(PAV)残留物测试。从性能特性方面,从再生的老化粘合剂的共混图获得了共混物达到目标PG等级所需的最佳再生剂浓度。再生剂是一种软质粘合剂,其沥青质含量低至2 wt%。其次,使用再生的老化粘结剂和纯HM​​A作为对照混合物,对热拌沥青(HMA)进行基于性能的选定性能。结果表明,再生剂显着影响了再生的老化粘合剂和含有再生的老化粘合剂的混合物的基于性能的性能。使用混合图表可以获得最佳浓度的嫩肤剂,使嫩肤的粘合剂达到目标PG等级。如果将浓度的平均值用于回收的设计值,则通过基于性能的混合物证明浓度平均值更为可靠。具有再生的粘结剂的沥青铺路混合物的性能甚至被改善或处于与原始混合物的性能相同的水平。

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