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Investigating Effects of Amine-based Modifier on Recycled Asphalt Shingles Blending Index.

机译:胺基改性剂对再生沥青瓦混合指数的研究效果。

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摘要

This study was undertaken to investigate the effects of amine-based modifiers on the rheological characteristics of particle-filled viscous media such as recycled asphalt shingles (RAS). RAS are a recycled material that contains high concentrations of asphalt which has the potential for use in hot mix asphalt (HMA) when added to virgin asphalt. When using the RAS as a binder in HMA it is important to mix it with the virgin asphalt properly to achieve the best performance, which can also be enhanced by the incorporation of amine-based modifiers. Tear-off shingles were acquired from a roofing company and ground very fine so that 85% of the particles passed through sieve number 200. The virgin asphalt binder (PG 64-22) and three (20%, 30%, & 40%) percentages of grounded RAS were blended at a temperature of 180°C at a rotational speed of 400 rpm. These three mixtures were then blended with three different amine-based modifiers (1.5% of RedisetRTM, 0.5% of EvothermRTM, and 5% of bio-binder by weight of mixture) at 135oC and a rotational speed of 400 rpm. The percentage of each modifier was selected based on recommendations of the manufacturers. The properties of the blended binder were studied using a rotational viscometer (RV) utilizing a Brookfield Viscometer DVIII-Ultra. Two different spindles were used to measure the viscosity of the binders at four different temperatures (105oC, 120oC, 135oC, and 150oC) and six (5, 10, 20, 25, 50, and 100) different rotational speeds. The analysis showed that viscosity increased with increasing percentages of RAS; however, the viscosities decreased after incorporation of the amine-based modifiers. Additionally, viscosity results were found to be different between the two spindles used. Viscosity measurement values were consistently higher when the vane spindle was used as compared to the smooth spindle. This can be attributed to incomplete blending of the RAS particles with asphalt matrix. However, the viscosity difference between the two spindles was reduced as the temperature was increased and when modifiers were present. This, in turn, indicates an improvement of blending due to the addition of modifier and an increase in blending temperature. Furthermore, the coefficient of variation was significantly lower in cases where the vane spindle was used, indicating that the vane spindle could be more appropriate for measuring the viscosity of particle-filled viscous media.;An empirical relation was proposed to measure the blending behavior of the amine-based modified binders. The blending index was calculated using an empirical relation for all temperatures and rotational speeds. It was found that the blending index was affected by changes in temperature and shear speed. The blending index increased with increasing temperature. In addition, the bio-binder modified binder showed higher blending index compared to the other modified binders. Therefore, bio-binder is effective in reducing binder viscosity and enhancing blending between aged asphalt in RAS and un-aged asphalt (PG 64-22) in the mixture.
机译:进行这项研究是为了研究胺基改性剂对颗粒状粘性介质(如再生沥青瓦)的流变特性的影响。 RAS是一种再生材料,其中包含高浓度的沥青,当将其添加到原始沥青中时,有可能用于热混合沥青(HMA)中。当在HMA中将RAS用作粘合剂时,重要的是将其与纯沥青正确混合以达到最佳性能,这也可以通过掺入胺基改性剂来增强。撕裂带状瓦是从屋顶公司购得的,并且打磨得非常细,以便85%的颗粒通过200号筛。纯沥青粘合剂(PG 64-22)和三种(20%,30%和40%)在180℃的温度下以400rpm的转速混合100%的磨碎的RAS。然后将这三种混合物与三种不同的胺基改性剂(按混合物重量计,分别为1.5%的RedisetRTM,0.5%的EvothermRTM和5%的生物粘合剂)混合,并以400 rpm的转速混合。根据制造商的建议选择每种改性剂的百分比。使用旋转粘度计(RV),利用布鲁克菲尔德粘度计DVIII-Ultra来研究共混粘合剂的性能。使用两个不同的锭子在四种不同的温度(105oC,120oC,135oC和150oC)和六种(5、10、20、25、50和100)不同的转速下测量粘合剂的粘度。分析表明,粘度随着RAS百分比的增加而增加;然而,在加入胺基改性剂后,粘度降低。此外,发现使用的两个纺锤之间的粘度结果不同。当使用叶片锭子时,与光滑锭子相比,粘度测量值始终较高。这可以归因于RAS颗粒与沥青基质的不完全共混。但是,随着温度的升高和存在改性剂时,两个纺锤之间的粘度差减小。这又表明由于添加了改性剂和提高了混合温度而改善了混合。此外,在使用叶片纺锤的情况下,变异系数显着降低,表明叶片纺锤更适合于测量颗粒状粘性介质的粘度。胺基改性粘合剂。使用所有温度和转速的经验关系式计算混合指数。发现混合指数受温度和剪切速度的变化影响。混合指数随温度升高而增加。另外,与其他改性粘合剂相比,生物粘合剂改性粘合剂显示出更高的共混指数。因此,生物粘合剂可有效降低粘合剂粘度并增强RAS中的老化沥青与混合物中未老化的沥青(PG 64-22)之间的混合。

著录项

  • 作者

    Sedhay, Govinda.;

  • 作者单位

    North Carolina Agricultural and Technical State University.;

  • 授予单位 North Carolina Agricultural and Technical State University.;
  • 学科 Engineering Civil.;Engineering Environmental.
  • 学位 M.S.
  • 年度 2014
  • 页码 160 p.
  • 总页数 160
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

  • 入库时间 2022-08-17 11:53:34

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