This study investigates the rheological properties of bitumen (asphalt) binder penetration grade 60-70 modified with an additive Styrene Butadiene Rubber (SBR). SBR is an elastomer which is the important sort of synthetic rubber. It is a copolymer which consists of organic compound styrene and butadiene chain which makes up its molecular structure. Bitumen is visco-elastic material where temperature and rate of load application have a great influence on their performance. The properties evaluated include the rheological properties of the modified bitumen binder. These properties were complex shear modulus G* using Dynamic Shear Rheometer (DSR), short term aging by Rolling Thin Film Oven Test (RTFOT), long term aging by Pressure Aging Vessel (PAV), viscosity by Rotational Viscometer (RV), penetration by Penetro meter and softening point by Ring and Ball test. Results obtained from the study indicated the effect of SBR on the binder, and also depends on the quantity (%) of the additive used and test temperature. The binders were mixed with various percentages of the SBR at the 1, 2, 3, 4 and 5% by weight of bitumen binder. Using the SBR showed prominent results in improving the viscoelastic properties of ordinary bitumen. The effects of SBR modifier influenced significantly the rheological behavior of bitumen by increasing its complex shear modulus (G*) and increasing the resistance of mixture against permanent deformation (Rutting). Despite the advantages of SBR on bitumen performance at high temperatures, it does not show a considerable influence on the intermediate temperature performance of bitumen. In addition, results show that increasing the additive content increases the viscosity of modified bitumen. This in return resists the compactive effort and there will be low stability values and there will be more chances for fatigue cracking.
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机译:这项研究研究了添加丁苯橡胶(SBR)改性的沥青(沥青)粘合剂渗透等级为60-70的流变特性。 SBR是一种弹性体,是合成橡胶的重要种类。它是由有机化合物苯乙烯和丁二烯链组成的共聚物,构成分子结构。沥青是粘弹性材料,其温度和施加载荷的速率对其性能有很大影响。评价的性质包括改性沥青粘合剂的流变性质。这些特性包括:使用动态剪切流变仪(DSR)的复数剪切模量G *,通过滚动薄膜烤箱测试(RTFOT)的短期老化,通过压力老化容器(PAV)的长期老化,通过旋转粘度计(RV)的粘度,通过渗透皮涅特罗表和软化点通过Ring and Ball测试。从研究中获得的结果表明了SBR对粘合剂的影响,并且还取决于所用添加剂的量(%)和测试温度。将粘合剂与各种百分比的SBR以1、2、3、4和5重量%的沥青粘合剂混合。使用SBR在改善普通沥青的粘弹性方面显示出显著成果。 SBR改性剂的作用通过增加其复数剪切模量(G *)和增加混合物对永久变形(车辙)的抵抗力,极大地影响了沥青的流变行为。尽管SBR在高温下沥青性能方面具有优势,但它对沥青的中间温度性能并未显示出显着影响。此外,结果表明,增加添加剂含量会增加改性沥青的粘度。反过来,这会抵抗压紧力,并且稳定性值会降低,并且疲劳破裂的机会会更多。
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