Haibin Li , Lichang Zhou , Yuhang Cai , Yongfei Zhang , Bature Auwal Ibrahim , Zixuan Feng , Liyun Tang , Zhigang Li , Fayong Yang
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引用次数: 0
Abstract
Waste plastics and rubber have always posed a threat to the environment and a great challenge for disposal. The use of these two waste materials as modifiers for road asphalt provides new road asphalt binders and at the same time provides a new way for waste material resource treatment. Rubber-modified asphalt and plastic-modified asphalt have received widespread attention due to their green and low-carbon characteristics and some performance advantages, but there are still some performance shortcomings that hinder their promotion and application. In order to continue to explore the application of waste materials in the field of road engineering, combined with the performance advantages of both, many scholars began to study the rubber-plastic composite modified asphalt (RPCMA). Therefore, this paper reviewed the different types of waste rubber and plastic, the comprehensive performance of different types of asphalt and its mixture performance, analyzed the modification mechanism of rubber-plastic composite modified asphalt and its performance changes. The results show that rubber-plastic composite modified asphalt is mostly prepared by directly adding modified materials. However, the pretreatment or melt granulation of rubber and plastic will make the performance of rubber-plastic modified asphalt has improved. There is a mutual promotion mechanism between rubber and plastic in asphalt, which makes the performance of rubber-plastic modified asphalt better than that of asphalt obtained by a single modification method (rubber modified asphalt or plastic modified asphalt). In some properties, it can be close to the commercial SBS modified asphalt. The performance of rubber and plastic composite modified asphalt at high temperature has been generally recognized by researchers, but its low-temperature performance is still controversial. Therefore, it is recommended to apply in high-temperature areas. Future work should focus on the development of composite modifiers with stable performance, low cost and ease of use, standardization of modification processes, improvement of low-temperature performance, and monitoring of road performance and environmental impact.
废塑料和废橡胶一直对环境构成威胁,也是处理过程中的巨大挑战。利用这两种废旧材料作为道路沥青改性剂,在提供新型道路沥青胶结料的同时,也为废旧材料资源化处理提供了一条新途径。橡胶改性沥青和塑料改性沥青因其绿色低碳的特点和一定的性能优势受到广泛关注,但仍存在一些性能缺陷,阻碍了其推广应用。为了继续探索废旧材料在道路工程领域的应用,结合二者的性能优势,许多学者开始研究橡胶塑料复合改性沥青(RPCMA)。为此,本文综述了不同类型废旧橡塑、不同类型沥青的综合性能及其混合料性能,分析了橡塑复合改性沥青的改性机理及其性能变化。结果表明,橡塑复合改性沥青多采用直接添加改性材料的方法制备。但橡塑预处理或熔融造粒会使橡塑改性沥青的性能得到改善。橡胶和塑料在沥青中存在相互促进的机理,使得橡塑改性沥青的性能优于单一改性方法(橡胶改性沥青或塑料改性沥青)制备的沥青。在某些性能上,它可以接近商品 SBS 改性沥青。橡塑复合改性沥青的高温性能已得到研究人员的普遍认可,但其低温性能仍存在争议。因此,建议在高温地区应用。今后的工作重点应放在开发性能稳定、成本低廉、使用方便的复合改性剂,规范改性工艺,提高低温性能,监测道路性能和环境影响等方面。
期刊介绍:
The Journal of Traffic and Transportation Engineering (English Edition) serves as a renowned academic platform facilitating the exchange and exploration of innovative ideas in the realm of transportation. Our journal aims to foster theoretical and experimental research in transportation and welcomes the submission of exceptional peer-reviewed papers on engineering, planning, management, and information technology. We are dedicated to expediting the peer review process and ensuring timely publication of top-notch research in this field.