期刊文献+

沥青野外热氧老化模拟试验研究 被引量:8

Experimental Research on Thermo-oxidative Aging of Asphalt for Simulation in the Field Hot Climate
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摘要 当前研究沥青老化行为广泛采用旋转薄膜烘箱(RTFOT)、压力老化容器(PAV)等试验方法,其试验温度和压力条件与实际路面环境状况差别较大.为了研究夏季野外环境条件对沥青老化进程的影响,在沥青路面温度特征分析的基础上,自行设计了60℃烘箱老化试验.通过对沥青老化前后及不同老化时间的软化点、针入度、延度、粘度以及低温劲度模量的对比分析,研究了沥青的老化衰变行为,并采用组分试验、胶体结构以及红外光谱(IR)分析,探讨了沥青的热氧老化行为和机理.结果表明,与高温条件下剧烈的热氧老化行为不同,夏季野外气候下沥青分子发生温和的缓慢氧化,生成极性含氧大分子物质,低温性能大幅衰减,这是沥青路面耐久性不足的重要原因. At present, rolling thin film oven test (RTFOT) and pressure aging vessel (PAV) are used to study aging behavior of asphalt, whose temperature and pressure are different from field conditions of asphalt pavement. In order to analyze influence of true condition of pavement on asphalt aging, temperature characteristic of pavement was analyzed and reasonable aging temperature was chosen, Using oven aging test at 60℃ designed, authors studied thermo-oxidative aging behavior and mechanism, by comparing properties of different aged and original asphalt, such as softening point, penetration, ductility, viscosity, stiffness, constituent analysis, colloid structure and infrared spectroscopy (IR). The results show that retarded oxidation reaction is the main aging form in the field climate, and polar big molecules with oxygen are formed, As a result, asphalt performances especially low temperature performance deteriorates gradually, which is an important reason of asphalt pavement damage.
出处 《河北工业大学学报》 CAS 2008年第4期90-95,共6页 Journal of Hebei University of Technology
基金 西部交通建设科技项目(2006-318-812-21)
关键词 道路工程 沥青老化 试验研究 野外高温气候 老化温度 60℃烘箱老化 行为与机理 road engineering asphalt aging experimental research field hot climate oven aging test at 60℃ agingbehavior and mechanism
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参考文献6

  • 1张争奇,梁晓莉,李平.沥青老化性能评价方法[J].交通运输工程学报,2005,5(1):1-5. 被引量:125
  • 2李海军,黄晓明,曾凡奇.道路沥青老化性状分析及评价[J].公路交通科技,2005,22(4):5-8. 被引量:56
  • 3Huang Shin-Che, Mang Tia, Byron E Ruth. Laboratory Aging methods for Simulation of Field Aging of Asphalts [J]. Journal of Materials in Civil Engineering, 1996, 8 (3): 147-152.
  • 4小池迪夫.最新建筑防水设计施工手册[M].王庆修,译.北京:地震出版社,1992.
  • 5秦健.沥青路面温度场的预估方法研究[D].上海:同济大学,2004.
  • 6Saddiqui M N, Alis M F. Studies on the aging behavior of the ara-bium asphalts [J]. Fuel, 1999, 78: 1 005-1 015.

二级参考文献12

  • 1原健安.沥青老化过程中结晶性蜡的生成是导致性能变差的重要因素[J].西安公路交通大学学报,1997,17(1):9-11. 被引量:7
  • 2张登良.沥青与沥青混合料[M].北京:人民交通出版社,2001..
  • 3Roque. Thermal rippling of asphalt concrete pavement [J].Proceedings Association of Asphalt Paving Technologists,1988,57(1):464-466.
  • 4Zupaniek M. Comparison of the thin film oven test and the rolling thin film oven test[J]. Proceedings Association of Asphalt Paving Technologists, 1994,63 (1):346-351.
  • 5Jacobs M M J, Hopman P C, Molenaar A A A. Application of fracture mechanics in principles to analyze cracking in asphalt concrete[J]. Proceedings Association of Asphalt Paving Technologists, 1996,65(1):1-32.
  • 6Reese R. Properties of aged asphalt binder related to asphalt concrete fatigue life[J]. Proceedings Association of Asphalt Paving Technologists, 1997,66 (1):604-623.
  • 7SHRP-A-400,Low Temperature Cracking[S].
  • 8张争奇,胡长顺.纤维加强沥青混凝土几个问题的研究和探讨[J].西安公路交通大学学报,2001,21(1):29-32. 被引量:164
  • 9刘朝晖,李宇峙,黄云涌.宽域沥青路用性能试验[J].交通运输工程学报,2003,3(1):47-51. 被引量:44
  • 10金鸣林,杨俊和,史美仁.道路沥青老化机理分析[J].上海应用技术学院学报(自然科学版),2001,1(1):14-17. 被引量:37

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