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次氯酸钠活化橡胶沥青微观特性研究 被引量:2

Study on the Microscopic Characteristics of Rubber Asphalt Activated by Sodium Hypochlorite
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摘要 为改善橡胶沥青储存稳定性,采用次氯酸钠活化橡胶粉的方法制备活化橡胶沥青,对活化前后的橡胶沥青性能微观和宏观性能进行测试。研究结果表明:次氯酸钠活化改善了胶粉与沥青的相容性,使得胶粉与沥青的反应更加充分;活化胶粉降低了橡胶沥青黏度,改善了橡胶沥青施工和易性,且提高了橡胶沥青的高温性能;通过红外光谱观测可知,活化橡胶沥青没有出现明显的特征峰,表明活化橡胶沥青主要以物理反应为主;此外,采用HP-GPC的方法,测得活化橡胶沥青的LMS值明显高于普通橡胶沥青,且建立了橡胶沥青LMS与车辙因子的回归方程,该回归方程计算的预测值与实测值具有很好的拟合度。 In order to improve the storage stability of rubber asphalt, the activated rubber asphalt was prepared by using sodium hypochlorite to activate rubber powder and the microcosmic and macroscopic properties of rubber asphalt before and after activation were tested. The results show that the activation of sodium hypochlorite improves the compatibility of rubber powder and asphalt and makes the reaction between rubber powder and asphalt more sufficient. Activated rubber powder reduces the viscosity of rubber asphalt, improves the construction workability of rubber asphalt and improves the high-temperature performance of rubber asphalt. According to the infrared spectrum observation, there is no obvious characteristic peak of activated rubber asphalt, which indicates that the activated rubber asphalt is mainly physical reaction. In addition, using the HP-GPC method, the LMS value of activated rubber asphalt was measured to be significantly higher than that of ordinary rubber asphalt and a regression equation of rubber asphalt LMS and rut factor was established. The predicted valcue calculated by the regression equation had a good fitting degree with the measured value.
作者 李渊 王小龙 任忠生 LI Yuan;WANG Xiaolong;REN Zhongsheng(CCCC-SHEC Third Highway Engineering Co., Ltd., Xi an 710016, China)
出处 《路基工程》 2019年第2期91-95,共5页 Subgrade Engineering
关键词 道路工程 橡胶沥青 胶粉活化 活化机理 GPC 相关性 road project rubber asphalt rubber powder activation activation mechanism GPC correlation
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  • 1张得勤.石油沥青的生产与应用[M].北京:中国石化出版社,2001.77-80. 被引量:6
  • 2JTJ052-2000.公路工程沥青及沥青混合料试验规程[S].[S].,.. 被引量:958
  • 3Zanzotto L,Kennepohl J.Development of Rubber and Asphalt Binders by Depolymerization and Devulcanization of Scrap Tires in Asphalt [R].Transportation research board ,Washington,D.C.1996 ,PB97-142343. 被引量:1
  • 4Crockford W W,Makunike D,Davison R R,Scullion T and Billiter T.Recycling Crumb Rubber Modified Asphalt Pavements [R].Texas Transportation Institute.Research Report 1333 - 1F,July 1995,PB96 -125224. 被引量:1
  • 5Epps J A.University of Nevada.Use of Recycled Rubber Tires in Highways.Transportation research board[R].Washington,D.C.PB94-197555. 被引量:1
  • 6Takallou H B and Sainton A.Advance in Technology of Asphalt Paving Materials Containing [R].Transportation Research Record 1339,PB93-116721. 被引量:1
  • 7Lewandowski L H. Polymer modification of paving asphalt binders [ J]. Rubber Chemistry and Technology, 1994,67 (3) :447 -480. 被引量:1
  • 8Adhikari B D D, Maiti S. Reclamation and recycling of waste rubber [ J ]. Prog polym Sci,2000,25 ( 7 ) :909 - 948. 被引量:1
  • 9Rebala S R,Estakhri C K. Laboratory evaluation of crumb rubber modified mixtures designed using TxDOT mixture design method [J]. Transport Res Rec,1995,1515:1 - 10. 被引量:1
  • 10Ghaly A M. Properties of asphalt rubberized with waste tires crumb [ J ]. Journal of Solid Waste Technology and Management, 1999,26 ( 1 ) :45 - 50. 被引量:1

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