基于胶粉和聚乙烯复合改性的沥青混合料综合性能试验研究
Properties of Asphalt Mixture Based on Composite Modification of Rubber Powder and Polyethylene
摘要: 为改善传统抗车辙沥青混合料低温抗裂性不足的问题,本文选取废旧轮胎胶粉(CR)和废旧聚乙烯(PE)作为添加剂,对沥青混合料进行复合改性,目的是在保证沥青混合料高温抗车辙性能的同时,提高其低温柔性,进而改善沥青混合料在低温条件下容易开裂的问题。通过前期沥青试验优选出两组复合改性配比制备了沥青混合料,对其高温抗车辙性能、水稳定性以及低温抗裂性能进行了测试,并与SBS改性沥青混合料进行了对比研究。结果表明,复合改性沥青混合料的高温性能达到了传统抗车辙沥青混合料的水平,但是在低温性能方面相比于传统抗车辙沥青混合料性能更优越,甚至接近SBS改性沥青混合料水平。因此,通过CR和PE对沥青混合料进行复合改性,在提高其高温性能的同时,能够兼顾低温性能。
Abstract: To improve the poor anti-rutting performance of traditional asphalt mixtures, this research con-ducted integrated modification by using scrap tire rubber powder (CR) and recycled polyethylene (PE) as additives, with the aim of improving the performance of asphalt mixture at both high and low temperatures, so as to solve the thermal cracking of asphalt mixture at low temperatures. Through preliminary experiment with two groups of composite, modified asphalt proportion of asphalt mixture was prepared, and its high temperature rutting resistance, water stability and low temperature crack resistance were tested and compared with SBS modified asphalt mixture. The results show that the high temperature performance of composite modified asphalt mixture achieves the level of traditional anti-rutting asphalt mixture, but its low temperature performance is significantly superior to the traditional anti-rutting asphalt mixture, and even close to the level of the SBS modified asphalt mixture. Therefore, the composite modification of asphalt mixture by CR and PE can give consideration to the low temperature performance while improving its high temperature performance.
文章引用:李洪印, 姜海龙, 张文武, 刘鹏, 王珊珊, 王飞. 基于胶粉和聚乙烯复合改性的沥青混合料综合性能试验研究[J]. 土木工程, 2019, 8(3): 576-586. https://doi.org/10.12677/HJCE.2019.83068

参考文献

[1] 杨朋, 张肖宁. PE和SBS复合改性沥青混合料的路用性能[J]. 中南大学学报(自然科学版), 2012(10): 1-5.
[2] 董泽蛟, 肖桂清, 龚湘兵. 级配及抗车辙剂对沥青混合料抗车辙性能的影响分析[J]. 2014, 31(2): 27-31.
[3] 黄晓明, 吴少鹏, 赵永利. 沥青与沥青混合料[M]. 南京: 东南大学出版社, 2002.
[4] 梁楚. 抗车辙剂在AC-20C沥青混合料的技术性能研究[D]: [硕士学位论文]. 广州: 华南理工大学, 2012.
[5] 董敬敏. 沥青混凝土路面层发生车辙现象的原因分析与技术对策[J]. 交通世界(运输车辆), 2013(5): 172-173.
[6] 高彦杰. 抗车辙剂改性沥青混合料路用性能试验[J]. 交通世界, 2016(2): 85-87.
[7] 国家交通运输部公路科学研究院. JTG E20-2011公路工程沥青及沥青混合料试验规程[S]. 北京: 人民交通出版社, 2011.
[8] 中交公路规划设计院. JTG D50-2006公路沥青路面设计规范[S]. 北京: 人民交通出版社, 2006.
[9] Yao, Z.Y., Zhang, J.Z., Gao, F.L., Liu, S.J. and Yu, T.H. (2018) Integrated Utilization of Recycled Crumb Rubber and Polyethylene for Enhancing the Performance of Modified Bitumen. Construction and Building Materials, 170, 217-224. [Google Scholar] [CrossRef
[10] Cao, W., Liu, S., Li, Y. and Xue, Z. (2016) Rut-ting-Resistance Performance of SBS and Anti-Rutting Additive Composite-Modified Asphalt-Concrete Mixtures. Journal of Testing and Evaluation, 44, 921-929. [Google Scholar] [CrossRef
[11] Xu, T. and Huang, X.M. (2012) Investigation into Causes of In-Place Rutting in Asphalt Pavement. Construction and Building Materials, 28, 525-530. [Google Scholar] [CrossRef
[12] White, T.D., Haddock, J.E., Hand, A.J.T. and Fang, H. (2002) Contributions of Pavement Structural Layers to Rutting of Hot Mix Asphalt Pavements. Report 468, National Cooperative Highway Research Program, Washington DC.
[13] Zhang, Y.M., Hu, G.W. and Zhao, X.J. (2012) Re-search on High Temperature Performance of Modified Asphalt Mixture with Anti-Rutting Agent. Highway, 179-183.