| 359 | 2 | 16 |
| 下载次数 | 被引频次 | 阅读次数 |
为了推广聚氨酯改性沥青材料的应用,采用离析、针入度、软化点等试验方法对聚氨酯改性沥青的性能进行评价,确定剪切温度(140℃)、剪切时间(50 min)、剪切速率(3 500 r/min)、合理掺量(13%)等制备工艺参数。采用车辙、小梁弯曲试验等混合料性能测试技术对SMA-10型薄层罩面聚氨酯改性沥青混合料的高低温路用性能进行了客观评价。结果表明,采用文中确定的制备工艺参数设计的聚氨酯薄层罩面沥青混合料路用性能优良,具备很好的推广应用前景。
Abstract:In order to promote the application of polyurethane modified asphalt materials, experimental methods such as segregation, penetration, and softening point were used to evaluate the performance of polyurethane modified asphalt. Preparation process parameters such as shear temperature(140 ℃), shear time(50 min), shear rate(3 500 r/min), and reasonable dosage(13%) were determined. The performance testing techniques such as rutting and small beam bending tests were used to objectively evaluate the high and low temperature road performance of SMA-10 thin layer polyurethane modified asphalt mixture. The results indicate that the polyurethane thin layer overlay asphalt mixture designed using the preparation process parameters determined in the article has excellent road performance and good prospects for promotion and application.
[1] 万宁,贺求生,张帅,等.聚氨酯/环氧树脂改性沥青混合料路用性能研究[J].公路交通科技,2022,39(9):9-15.
[2] 陈洪飞,孙娇娜,李茜茜.聚氨酯材料用于提高寒区路面沥青混合料性能分析[J].建筑结构,2022,52(增刊1):1621-1626.
[3] CONG P L,ZHANG A Y,GE W S,et al.Study on macroscopic properties and microstructure of thermosetting polyurethane asphalt binder (PAB) based on curing kinetics[J].Construction and Building Materials,2022,333:127347.
[4] 项柳福,朱慧芳,林汉忠,等.聚氨酯改性沥青混合料配比设计及其路用性能[J].公路,2021,66(10):352-356.
[5] 曹雪娟,彭硕,丁勇杰,等.聚氨酯改性沥青的研究进展[J].化工新型材料,2021,49(10):213-218.
[6] HAO H J,ZHANG A Y,CHENG Y Q,et al.The modification mechanisms of silane coupling agent (SCA) on the physical properties of thermosetting polyurethane asphalt binder (PUAB)[J].Construction and Building Materials,2022,350:128836.
[7] JIA M,ZHANG Z P,YANG N,et al.Performance evaluation of thermosetting and thermoplastic polyurethane asphalt mixtures[J].Journal of Materials in Civil Engineering,2022,34(6):04022097.
[8] 吕文江,刘浩,常鹏涛,等.聚氨酯改性沥青在路面工程中的应用研究进展[J].化工新型材料,2022,50(5):227-230.
[9] 张增平,孙佳,王封,等.环氧树脂/聚氨酯复合改性沥青及其混合料性能研究[J].功能材料,2020,51(12):12198-12203,12214.
[10] KOWALCZYK ?,KOROL J,CHMIELNICKI B,et al.One more step towards a circular economy for thermal insulation materials-development of composites highly filled with waste polyurethane (PU) foam for potential use in the building industry[J].Materials,2023,16(2):782.
[11] JIA M,SHA A M,LIN J H,et al.Polyurethane asphalt binder:a promising candidate for steel bridge deck-paving material[J].International Journal of Pavement Engineering,2022,23(11):3920-3929.
[12] MENG Y Y,ZHAN L,HU C C,et al.Research on modification mechanism and performance of an innovative bio-based polyurethane modified asphalt:a sustainable way to reducing dependence on petroleum asphalt[J].Construction and Building Materials,2022,350:128830.
[13] 应国强,廖四萍,张倩,等.聚氨酯—沥青混合料层间黏结材料性能与选择[J].公路,2020,65(11):335-339.
[14] 郭桂宏,丛林,杨帆,等.聚氨酯材料在路面工程中的应用进展[J].公路交通科技,2020,37(6):1-10.
[15] SHIRZAD S,HASSAN M,MOHAMMAD L N.Rheological and mechanical evaluation of polyurethane prepolymer-modified asphalt mixture with self-healing abilities[J].Journal of Materials in Civil Engineering,2020,32(8):04020231.
[16] 梁皓,宋小金,谢忠杰,等.潜固化剂对双组分聚氨酯注浆材料潮湿裂缝黏接效果的影响[J].湖南交通科技,2022,48(3):29-32,51.
[17] 金鑫,郭乃胜,闫思檬,等.聚氨酯复合改性沥青的制备与性能研究[J].中国公路学报,2021,34(3):80-94.
[18] 吕文江,彭江,朱永彪,等.聚氨酯改性沥青制备工艺及混合料路用性能研究[J].公路,2020,65(3):248-252.
[19] YANG F,GONG H R,CONG L,et al.Investigating on polymerization process and interaction mechanism of thermosetting polyurethane modified asphalt[J].Construction and Building Materials,2022,335:127261.
[20] YANG F,CONG L,LI Z L,et al.Study on preparation and performance of a thermosetting polyurethane modified asphalt binder for bridge deck pavements[J].Construction and Building Materials,2022,326:126784.
[21] 何俊辉,赵艳纳,蒋恒,等.聚氨酯改性沥青制备与性能评价[J].公路,2020,65(2):245-251.
[22] 李亚龙.超薄罩面SAC-5级配设计与性能研究[J].公路工程,2023,48(1):102-107.
基本信息:
DOI:10.19782/j.cnki.1674-0610.2024.05.021
中图分类号:U414
引用信息:
[1]刘雯月,郑传峰,毕海鹏,等.聚氨酯改性沥青制备工艺及混合料性能评价[J].公路工程,2024,49(05):154-158.DOI:10.19782/j.cnki.1674-0610.2024.05.021.
基金信息:
吉林省科技发展计划重点研发项目(20220203092SF); 吉林省交通运输重点科技项目(2023ZDGC-1-2)
2023-07-04
2023
2023-08-15
2023
2023-08-10
1
2024-10-20
2024-10-20