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基于MTS的桥面铺装防水粘结层抗剪性能研究 被引量:8

Study on the Shear Performance of Waterproof-bonding Layer Based on the Material Testing System
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摘要 针对桥面铺装防水粘结层容易出现推移、开裂、脱离等病害的情况,选择武汉四环线工程项目为依托,设计了基于MTS(material testing system)试验系统的直剪试验夹具,制备ES-2稀浆封层和AC-5沥青砂复合试件,对其抗剪切性能进行评价.结果表明,温度对于桥面防水粘结层材料的抗剪强度影响很大,材料的抗剪性能会随着温度升高而急剧降低;AC-5沥青砂较ES-2稀浆封层抗剪强度较大,粘结效果更好;在实际工程中,水泥混凝土桥面板的失养层必须清洁干净,露出质地坚硬且洁净的界面,以避免失养层处发生剪切破坏. For the fact that the bridge waterproof-bonding layer usually displays certain damages, such as traction and crack, this research designs a direct shear test fixture that is suitable for MTS. Com- posite specimens with ES-2 slurry or AC-5 asphalt mixture are fabricated. Shear strength is measured by direct shear test to evaluate the shear property of waterproof bonding layer. The test results indi- cate that 1) the temperature for bridge water-bonding layer has great influence on the shear strength of materials, as the temperature rises, the shear performance of materials will he reduced sharply; 2) the shear strength of AC-5 is higher than that of ES-2; 3) the laitance on bridge deck must be clear and hard, and the clean interface must be exposed to avoid shear failure from laitance.
出处 《武汉理工大学学报(交通科学与工程版)》 2017年第3期484-487,492,共5页 Journal of Wuhan University of Technology(Transportation Science & Engineering)
基金 交通运输部建设科技计划项目资助(2014318J22120)
关键词 防水粘结层 MTS 直剪试验 抗剪强度 waterproof-bonding layer MTS direct shear test shear strength
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  • 1张占军,王虎,胡长顺,王秉纲.水泥混凝土桥面沥青铺装及防水层荷载弯曲应力分析[J].中国公路学报,2004,17(4):37-40. 被引量:26
  • 2赵锋军,李宇峙,易伟建.桥面沥青铺装层间应力分析简化模型[J].土木工程学报,2007,40(6):100-104. 被引量:28
  • 3JTGD40-2011,公路水泥混凝土路面设计规范[S].
  • 4JTG D60--2004,公路桥涵设计通用规范[S].
  • 5JTG D50--2006.公路沥青路面设计规范[S].
  • 6李明国.混凝土梁桥沥青铺装结构分析与材料优化研究[D].西安:长安大学,2010.
  • 7BILD S. Durability design criteria or bituminous pavements on orthotropic steel bridge decks [J]. Canadian Journal of Civil Engineering, 1987, 14(1): 41-48.
  • 8NISHIZAWA T, HIMENO K, NOMURA K, et al. Development of a new structural model with prism and strip elements for pavements on steel bridge decks E J. The International Journal of Geomechanics, 2001, 1(3): 351-369.
  • 9HUURMAN M, MEDANI T, MOLENAAR A A A, et al. APT testing and 3D finite element analysis of asphalt surfacings on orthotropic steel deck bridges[C]//University of Minnesota. 2nd Internation Conference on Accelerated Pavement Testing. Minnesota: University of Minnesota, 2004: 7-23.
  • 10MANGUS A R. Orthotropic design meets cold weather challenges: an overview of orthotrepic steel deck bridges in cold regions[J]. Welding Innovation, 2002, 19(1) 1-7.

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