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道路有机硅密封胶的性能评价与技术要求 被引量:3

Performance Evaluation and Technical Requirements of Pavement Silicone Sealant
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摘要 为了评价道路有机硅密封胶的性能,分析了国内外的各种技术标准,根据路用性能要求,提出了表干时间、固化时间、流平性、流值、弹性(复原)率以及低温拉伸这6个评价指标.分别对4种有机硅密封胶(2种进口材料和2种国产材料)进行试验,试验证实这些材料均为自流平材料,表干时间不超过90min,固化时间为2~3周,弹性(复原)率均超过90%,90℃流值均为0mm,-30℃下至少可通过100%拉伸量的3次循环.结果表明:有机硅密封胶是高弹性材料,具有开放交通快、施工方便等优点,且具有优越的高低温性能.另外还根据试验结果提出了相应的技术要求. In order to evaluate the performance of pavement crack silicone sealant, a variety of domestic and international specifications were analyzed, six evaluation indexes including tack free time, cure time, level- ing, flow value, resilience and bond were proposed according to the requirements of pavement perforn).- anee. Two imported sealants and two domestic sealants were tested. The results show that all the sealants are leveling materials, and their tack free time are no lo'nger than 90 minutes, cure time are between 2 and 3 weeks, resilience are more than 90%, flow value are 0 mm at 90 ℃, and all the sealants passed 3 cycles at 100% extension at --30 ℃ in the bond tests. It indicates that silicone sealant is high resilience material with the advantages of open traffic, easy to work, and superior high and low temperature performance. According to the test results, the technical requirements of the evaluation indexes are developed.
出处 《建筑材料学报》 EI CAS CSCD 北大核心 2013年第4期673-677,共5页 Journal of Building Materials
基金 国家自然科学基金资助项目(51008146) 交通运输部交通建设科技项目(2011318223410)
关键词 道路工程 裂缝 有机硅密封胶 评价指标 高低温性能 技术要求 road engineering crack silicone sealant evaluation index high and low temperature perform-ance technical requirement
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参考文献15

  • 1Strategic Highway Research Program.Innovative crack sealing and filling materials and procedures for asphalt surfaced pavements?evaluation and analysis plan[R].Washington? D C:National Research Council,1991.
  • 2LYNN D,EVANS,SHRP joint study:A seven-year Look[C] //Transportation Research Record:Journal of Transportation Research Board.Washington,D C:National Research Council,1999.
  • 3JT/T 203-1995 公路水泥混凝土路面接缝材料[S].
  • 4JT/T 5S9-2004水泥混凝土路面嵌缝密封材料[S].
  • 5JT/T740-2009路面橡胶沥青灌缝胶[S].
  • 6ASTM C719-93( 1998) Standard test method for adhesion and cohesion of elastomeric joint sealants under cyclic move-mentChockman cycle)[S].
  • 7ASTM C1135 - 2000 Standard test method for determining tensile adhesion properties of structural sealants[S].
  • 8ASTM C15]8-2004 Standard specification for precured elastomeric silicone joint sealants[S].
  • 9ASTM D5893-2004 Standard specification for cold applied,single component,chemically curing silicone joint sealant for Portland cement concrete pavements[S].
  • 10GBT 12T477-2002 建筑密封材料试验方法[S].

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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