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沥青路面加热型密封胶的性能评价 被引量:2

Performance Evaluation of Asphalt Pavement Hot-applied Sealant
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摘要 分析了20种加热型密封胶的软化点和流动试验结果,结果表明软化点和流动值具有相关性(显著性水平p<0.01),建议弃用流动试验.分别采用水泥混凝土模块和沥青混凝土模块制作拉伸试件,进行低温拉伸试验.对试验结果进行双因素方差分析,结果显示不同模块对低温拉伸试验的影响不显著(显著性水平p>0.05),建议采用沥青混凝土模块.进行了沥青路面裂缝运动观测,根据观测结果,提出4种类型密封胶低温拉伸试验的试验温度和拉伸量要求分别为:0℃和25%、-10℃和50%、-20℃和75%、-30℃和150%.该研究为交通行业标准的修订提供了技术依据. Softening point and flow test results of twenty hot-applied sealants were analyzed.The results show that the softening point and flow value are related(significance level p<0.01),thus flow test can be abandoned.Cement concrete specimens and asphalt concrete specimens were conducted by bond test,respectively.Two-factor analysis of variance show cement concrete specimens and asphalt concrete specimens do not have significant effects on bond test(significance level p>0.05).Asphalt concrete specimens were recommended to use in bond test.Asphalt pavement crack movements were observed,according to the observations,test temperature and extension requirements of bond test for four types sealants were: 0 ℃ and 25%,-10 ℃ and 50%,-20 ℃ and 75%,-30 ℃ and 150%,respectively.The study provides a technical basis for the revision of the transportation industry specification for hot-applied sealant.
出处 《同济大学学报(自然科学版)》 EI CAS CSCD 北大核心 2013年第8期1208-1212,共5页 Journal of Tongji University:Natural Science
基金 国家自然科学基金(51008146)
关键词 道路工程 裂缝 加热型密封胶 性能评价 技术要求 方差分析 road engineering crack hot-applied sealant performance evaluation technical requirement analysis of variance
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参考文献6

  • 1高建立,李林,宁杰,曲学勤,范少朋.道路高分子聚合物密封胶低温性能实验方法研究[J].公路交通科技(应用技术版),2006,2(1):73-74. 被引量:6
  • 2中华人民共和国交通运输部.路面橡胶沥青灌缝胶[S]北京:人民交通出版社,2009.
  • 3American Society for Testing Materials. Standard test methods for sealants and fillers,hot-applied,for joints and cracks in asphaltic and portland cement concrete pavements[S].Philadelphia:American Society for Testing Materials,2004.
  • 4American Society for Testing Materials. Standard practice for preparing concrete blocks for testing sealants.for joints and cracks[S].Philadelphia:American Society for Testing Materials,2004.
  • 5李峰,黄颂昌,徐剑,秦永春.沥青路面灌缝胶性能评价及技术要求[J].交通运输工程学报,2009,9(2):7-11. 被引量:32
  • 6Mendenhall W;Sincich T.统计学[M]北京:机械工业出版社,2009.

二级参考文献7

  • 1ASTM D5329-04, standard test methods for sealants and fillers, hot-applied, for joints and cracks in asphaltic and Portland cement concrete pavements[S].
  • 2ASTM D5078-95, standard specification for crack filler, hot-applied, for asphalt concrete and Portland cement concrete pavements[S].
  • 3ASTM D1190-97, standard specification for concrete joint sealer, hot-applied elastic type[S].
  • 4ASTM D3405-97, standard specification for joint sealants, hot-applied, for concrete and asphalt pavements[S].
  • 5ASTMD6690-06a, standard specification for joint and crack sealants, hot applied, for concrete and asphalt pave ments[S].
  • 6ASTM D1985-91, standard practice for preparing concrete blocks for testing sealants, for joints and cracks[S].
  • 7ASTM D217-02, standard test methods for cone penetration of lubricating grease[S].

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