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Comparing Binder Modified with Recycled Plastic to Conventional Polymer Modified Binders

机译:将粘合剂与再生塑料改性的粘合剂与常规聚合物改性粘合剂进行比较

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This research compared two recycled plastic products to conventional polymers commonly used for bituminous binder and asphalt mixture production. Samples of the same penetration grade bitumen were modified with 6% of the recycled plastic products, as well as 2%-6% of conventional elastomeric and plastomeric polymers. Testing included index properties and rheological properties used in the United Kingdom and the United States. The results were compared to determine the dosage of conventional polymer that was equivalent to 6% recycled plastic. It was found that 6% recycled plastic was generally equivalent to 3%-6% conventional plastomeric polymer. Although some properties were also comparable to those associated with 3%-4% conventional elastomeric polymer, the force ductility was significantly lower, indicating lower asphalt crack resistance. It was concluded that these recycled plastic products should be considered as a sustainable source of plastomeric polymer for the modification of bituminous binders, rather than as simple binder extenders.
机译:本研究将两个再循环塑料制品与常规聚合物相比,通常用于沥青粘合剂和沥青混合料的产生。将相同渗透级沥青的样品用6%的再循环塑料制品进行改性,以及2%-6%的常规弹性体和塑性聚合物。测试包括联合王国和美国使用的指标性质和流变性质。比较结果以确定相当于6%再循环塑料的常规聚合物的剂量。发现6%再循环塑料通常相当于3%-6%常规的塑性聚合物。尽管某些性质也与3%-4%常规弹性体聚合物相关的性质相当,但力延展性显着降低,表明沥青抗裂性耐受性。结论是,这些再生塑料制品应被视为塑性聚合物的可持续源,用于改性烟粘合剂,而不是简单的粘合剂延伸剂。

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