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环氧沥青材料的高温储存稳定性研究

A Study on the Stability of Epoxy Asphalt during High Temperature Storage
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摘要 研究了双组分热固性环氧沥青材料的高温储存稳定性。通过CFM-300E荧光显微镜观测了环氧沥青材料B组分120℃储存时的微观形态,使用WDW-20型电子万能试验机测定了材料的拉伸强度和断裂延伸率。制备的环氧沥青B组分在120℃下储存5 d后,12 h、120℃下固化物平均拉伸强度5.34 MPa,平均断裂延伸率为210%。环氧沥青材料B组分120℃储存过程中,沥青尤其是顺酐化沥青会向固化树脂迁移,在5 d后对固化反应产生影响。 The stability of epoxy asphalt with two components during high temperature storage was researched. The morphology evolution of component B was observed through CFM -300E fluorescence microscope, and the tensile strength and rupture elongation were measured by WDW -20 electromechanical universal testing machine. The product solidified( 12 h@ 120℃ ) with component A had tensile strength orS. 34MPa and rupture elongation of 210% after the prepared epoxy asphalt component B had stored for 5 days at 120℃. During the storage of the component B for epoxy asphalt at 120℃, asphalt, especially maleiced asphalt, could migrate into the curing resin. After 5 days, the migration affected the solidification reaction, which resulted in decrease of materials performances.
出处 《化工时刊》 CAS 2008年第10期24-27,共4页 Chemical Industry Times
关键词 环氧沥青 储存稳定 性拉伸强度 断裂延伸率 epoxy asphalt storage stability tensile strength rupture elongation
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  • 1黄卫,钱振东,程刚,杨军.大跨径钢桥面环氧沥青混凝土铺装研究[J].科学通报,2002,47(24):1894-1897. 被引量:88
  • 2Thomas F Mika, Orinda. Polyepoxide compositions [ P ]. US3012487, 1961 - 12 - 12
  • 3Theodore F Bradley, Orinda, Harry J Sommer. , et al. Compositions containing epoxy resins and bituminous materials [P]. US3015635, 1962-01 -02
  • 4Warren C Simpson, Berkeley, Harry J Sommer. , et al. Surfacing compositions comprising a mixture of a polyepoxide, a polyamine, and a petroleum derived bituminous materials. [P] US3105771, 1963-10-01
  • 5Sidney W Street, Murray Hill. Asphalt- epoxy compositions and method of making the same [ P]. US3202621, 1965 - 08 - 24
  • 6K Hijikata, K Sakaguehi. Epoxy resin- bitumen material composition [P]. US4360608, 1982 - 11 -23
  • 7S Hayashi, M Isobe, T Yamashita. Asphalt compositions [P]. US4139511, 1979 -02 - 13
  • 8Prejean G W. Asphalt composition for, e.g. paving of highways, includes asphalt and first ethylene copolymer of ethylene and co - monomer with carbon monoxide and/or epoxy - containing co - monomer [ P]. US2007027261 - A1,2007-02-01
  • 9Sasada Y, Hagiwara A, Fuji M. ,et al. Pavement material for use as road surface, has binder emulsion, non - water soluble epoxy resin such as emulsified asphalt and amine compound mixed at worksite, has petroleum - resin type binder emulsion mixed in specific proportion [ P ]. W02007023833 - A1,2007 -03 - 01
  • 10Furuta M. Asphalt composition used as road pavement material, contains aliphatic polymer, asphalt and compound which has epoxy group and terminal functional groups having reactivity with epoxy group[ P ]. JP2007077251 - A, 2007 - 03 - 29

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