塑料/丁苯橡胶(SBR)复合改性沥青的长期老化行为
Long-Term Aging Behavior of Plastic/Styrene Butadiene Rubber (SBR) Composite Modified Bitumen.
作者信息
Xing Chengwei, Li Mingchen, Liu Lingxiao, Yang Ruikang
机构信息
Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang'an University, South 2nd Ring Road Middle Section, Xi'an 710064, China.
School of Highway, Chang'an University, South 2nd Ring Road Middle Section, Xi'an 710064, China.
出版信息
Materials (Basel). 2023 Jun 24;16(13):4567. doi: 10.3390/ma16134567.
The reuse of recycled waste plastics has long been attempted in pavement engineering as bitumen modifier. It was revealed that waste plastics can significantly enhance the high-temperature performance of bitumen and bitumen mixtures. Even so, the application of waste plastics as a bitumen modifier is still not widespread. This is attributable to the generally poor low-temperature performance of plastic-modified bitumen, which often fails to meet specification requirements. For this purpose, styrene butadiene rubber (SBR) was selected to improve the low-temperature performance of plastic-modified bitumen. However, due to the long-term aging process, the composite and structure of the modified bitumen will change, which negatively impacts its performance. The objective of this study is to investigate the long-term aging behavior of plastic/SBR composite-modified bitumen. For this purpose, waste polyethylene was used as a plastic modifier and was mixed with base bitumen and 3% SBR at ratios 4.5%, 6% and 7.5%. The rheological properties and molecular weight distribution of base bitumen, plastic and plastic/SBR-modified bitumen before and after long-term aging were measured. Results show that the incorporation of plastic can improve the complex modulus, rutting factor and percent recovery of bitumen and reduce the non-recoverable creep compliance of the bitumen, indicating the modification process enhances the high-temperature performance of bitumen. The enhancement effect is more pronounced with the increase of plastic content. For modified bitumen with 7.5% plastic modifier, the complex modulus of modified bitumen is increased by 1127.55% compared to base bitumen. The addition of 3% SBR modifier can further improve the high-temperature performance of the modified bitumen. In addition, the modification process also increases the large molecule size percentage (LMSP) and weight average molecular weight of bitumen. Compared with weight average molecular weight, the LMSP correlates well with the rheological properties of modified bitumen. In accordance with the complex modulus, using the LMSP and weight average molecular weight of bitumen before and after aging, the corresponding aging index was calculated. The quantitative results showed that the addition of plastic modifier can improve the aging resistance of bitumen, but the enhancement effect is not as obvious as that of SBR modifier.
长期以来,人们一直尝试在路面工程中使用回收废塑料作为沥青改性剂。研究表明,废塑料能显著提高沥青及沥青混合料的高温性能。即便如此,废塑料作为沥青改性剂的应用仍不广泛。这是因为塑料改性沥青的低温性能普遍较差,常常无法满足规范要求。为此,选用丁苯橡胶(SBR)来改善塑料改性沥青的低温性能。然而,由于长期老化过程,改性沥青的成分和结构会发生变化,这对其性能产生负面影响。本研究的目的是探究塑料/SBR复合改性沥青的长期老化行为。为此,使用废聚乙烯作为塑料改性剂,并将其与基质沥青以及3%的SBR按4.5%、6%和7.5%的比例混合。测量了长期老化前后基质沥青、塑料以及塑料/SBR改性沥青的流变性能和分子量分布。结果表明,添加塑料可提高沥青的复数模量、车辙因子和恢复百分比,并降低沥青的不可恢复蠕变柔量,这表明改性过程增强了沥青的高温性能。随着塑料含量的增加,增强效果更为显著。对于含7.5%塑料改性剂的改性沥青,其复数模量相较于基质沥青提高了1127.55%。添加3%的SBR改性剂可进一步提高改性沥青的高温性能。此外,改性过程还增加了沥青的大分子尺寸百分比(LMSP)和重均分子量。与重均分子量相比,LMSP与改性沥青的流变性能相关性良好。根据复数模量,利用老化前后沥青的LMSP和重均分子量计算了相应的老化指数。定量结果表明,添加塑料改性剂可提高沥青的抗老化性能,但其增强效果不如SBR改性剂明显。
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