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填缝料复数剪切模量影响因素的试验研究 被引量:1

Research on Factors Influencing on Complex Shear Modulus of Joint Sealants for Cement Concrete Pavement
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摘要 采用不同温度下的动态剪切频率扫描试验,分析填缝料(橡胶沥青、聚氨酯、硅酮)复数剪切模量对温度和剪切频率的敏感性,探讨热老化和紫外光老化时间对填缝料复数剪切模量的影响.结果表明:3种填缝料复数剪切模量随着温度降低、剪切频率增大和老化时间延长均呈增大趋势;橡胶沥青复数剪切模量对温度、剪切频率变化最敏感,老化程度最严重;其次为聚氨酯;硅酮复数剪切模量对温度和剪切频率变化的敏感性最低,且抗紫外光老化能力最强.硅酮适用于紫外光照射强烈、气候寒冷地区高等级公路水泥混凝土路面;聚氨酯适用于气候温和地区一般公路水泥混凝土路面;橡胶沥青仅适用于气候较温暖且紫外光照射强度较低地区低等级公路水泥混凝土路面. As one of most important properties of joint sealant,complex shear modulus can be used to represent the adaptability of joint sealant to shear stain.According to the dynamic shear frequency sweep test,the susceptibility of complex shear modulus of joint sealant(rubber asphalt,polyurethane,silicone) to temperature and shear frequency was studied,and the influence of thermal aging time and ultraviolet ray aging time on complex shear modulus was investigated.The results show that complex shear moduli of 3 kinds of joint sealant increase as temperature lowers,shear frequency increases and aging time prolongs. The susceptibility of complex shear modulus of rubber asphalt to temperature and shear frequency is found to be the greatest and the severest aging of the material takes place;that of polyurethane is moderate;the susceptibility of complex shear modulus of silicone to temperature and shear frequency is the slightest showing that silicone has the best resistance to ultraviolet ray aging.Silicone can be used for high grade cement concrete pavement where the ultraviolet ray is strong and temperature is low;polyurethane can be used for common cement concrete pavement where the temperature is medium;and rubber asphalt can be used for low grade cement concrete pavement where the ultraviolet ray is weak and temperature is higher.
出处 《建筑材料学报》 EI CAS CSCD 北大核心 2011年第1期62-65,共4页 Journal of Building Materials
基金 西部交通建设科技项目(2007 318 223 01-9)
关键词 水泥混凝土路面 填缝料 复数剪切模量 温度 剪切频率 热老化 紫外光老化 cement concrete pavement joint sealant complex shear modulus temperature shear frequency thermal aging ultraviolet ray aging
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  • 1刘焱,王建国,瞿荣辉,谈至明.水泥混凝土路面接缝嵌缝料的应力分析[J].公路,2005,50(4):95-98. 被引量:9
  • 2JTGF30—2003.公路水泥混凝土路面施工技术规范[S].[S].,..
  • 3JTGD40-2002.公路水泥混凝土路面设计规范[S].[S].,..
  • 4JTGD40—2002.公路水泥混凝土路面设计规范[s].[S].,..
  • 5王建国 赵军 瞿荣辉 等.水泥混凝土路面接缝修补的试验研究[J].公路交通科技:应用技术版,2005,22(8):69-71.
  • 6Biel T D,Lee H. Performance study of portland cement concrete pavement joint sealants[J]. Journal of Transportation Engineering, 1997,123 (5) : 398-403.
  • 7Eacker M J,Bennett A R. Evaluation of various concrete pavement joint sealants [ R]. Michigan: Michigan Department of Transportation, 2000.

共引文献15

同被引文献23

  • 1钟世云,袁华.聚合物在混泥土中的应用[M].北京:化学工业出版社,2003:222.
  • 2Zhao F, Liu S, Li H, et al. Preparation and properties of an environment friendly polymer-modified waterproof mortar [J]. Constr Build Mater, 2011,25 (5): 2635.
  • 3Fu W, Wang L, Huang J Z. Polymer cement waterproof coating and its properties[J].Adv Mater Res, 2011, 189: 193:252.
  • 4Zhou Q, Xu Q. Experimental study of waterproof mem- branes on concrete deck: Interface adhesion under influences of critical faetors[J]. Mater Des, 2009,30 (4) : 1161.
  • 5Reis J M L. Mechanical characterization of polymer mortars exposed to degradation solution[J].Constr Build Mater, 2009,23 (11) : 3328.
  • 6Aggarwal L K, Thapliyal P C, Karade S R. Properties of polymer-modified mortar using epoxy and acrylic emulsions [J]. Constr Build Mater, 2007,21 (2) :379.
  • 7沈春林,杨军,苏立荣,等.建筑防水卷材[M].北京:化学工业出版社,2003:380.
  • 8陈元武.丙烯酸酯共聚乳液用于建筑防水材料的研究[J].中国胶粘剂,2008,17(7):39-43. 被引量:8
  • 9吴刚,李希龙,史丽华,王军.聚丙烯纤维混凝土抗渗性能的研究[J].混凝土,2010(7):95-97. 被引量:18
  • 10王硕太,付亚伟,于洪江,刘庆涛,周朱仄,张景生.新型聚硫氨酯密封胶的性能与应用[J].建筑材料学报,2010,13(5):650-653. 被引量:10

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