首页|高黏沥青的制备及其混合料路用性能研究

高黏沥青的制备及其混合料路用性能研究

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以乙烯-甲基丙烯酸共聚物、聚酮、低密度聚丙烯、PTW树脂及助剂通过接枝反应研发的高黏改性剂进行高黏沥青的制备及高黏沥青混合料SMA-13路用性能研究工作.通过荧光显微和红外光谱试验,揭示了高黏改性剂的改性机理;通过60℃动力黏度、布氏黏度、针入度、软化点、延度试验对高黏沥青的黏度、物理性能和存储稳定性进行评价;利用不同掺量的高黏改性剂进行干法高黏混合料的制备,并与湿法高黏混合料及SBS改性沥青混合料进行路用性能对比.结果表明:高黏改性剂与沥青有着良好的相容性;高黏沥青中出现了新的吸收峰,改性剂对沥青存在化学改性作用;高黏沥青的黏度和物理性能随着改性剂掺量的增加而提升,各掺量高黏沥青存储稳定性良好;湿法和干法工艺下,以该改性剂制备的高黏沥青混合料均有较好的路用性能;干法应用时,改性剂存在一最佳掺量约为沥青质量的11%,在此掺量下,干法工艺制备的高黏沥青混合料的路用性能略低于湿法工艺.
Study on Preparation of High Viscosity Asphalt and Pavement Performance of Its Mixture
The preparation of high-viscosity asphalt and the road performance of high-viscosity asphalt mixture SMA-13 were studied by using high-viscosity modifier developed by grafting reaction of ethylene-methacrylic acid copolymer,polyketone,low-density polypropylene,PTW resin and additives.The modifi-cation mechanism of high viscosity modifier was revealed by fluorescence microscopy and infrared spectrosco-py.The viscosity,physical properties and storage stability of high viscosity asphalt was evaluated by 60 ℃ dy-namic viscosity,Brookfield viscosity,penetration,softening point and ductility test.The dry high-viscosity mixture was prepared by using different amounts of high-viscosity modifier,and the road performance was compared with that of wet high-viscosity mixture and SBS modified asphalt mixture.The results show that the high viscosity modifier has good compatibility with asphalt.A new absorption peak appeared in the high viscos-ity asphalt,and the modifier had a chemical modification effect on the asphalt.The viscosity and physical properties of high viscosity asphalt increase with the increase of modifier content,and the storage stability of high viscosity asphalt is good.Under the wet and dry process,the high viscosity asphalt mixture prepared by the modifier has better road performance;in the application of dry method,there is an optimum dosage of modifier,which is about 11%of asphalt quality.Under this dosage,the road performance of high viscosity asphalt mixture prepared by dry method is slightly lower than that of wet method.

SMA-13high viscosity modifierwet modification processdry direct casting processpavement performance

宋昊、耿立涛、宋淑琴、吕健涵

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山东建筑大学交通工程学院,济南 250101

济南金曰公路工程有限公司,济南 250101

SMA-13 高黏改性剂 湿法改性工艺 干法直投工艺 路用性能

2024

石油沥青
中国石油化工集团公司齐鲁分公司胜利炼油厂

石油沥青

影响因子:0.365
ISSN:1006-7450
年,卷(期):2024.38(1)
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