1. Shanghai Civil Aviation New Era Design & Research Co., Ltd, Shanghai 200335, China;
2. College of Urban Construction and Safety Engineering, Shanghai Institute of Technology, Shanghai 200235, China;
3. Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, Shanghai 201804, China
Performance Analysis of the Joint Sealing Materials for the Cement Concrete Pavements in Civil Airports
WANG Xian-yi1, LI Wei2, YUAN Jie3
1. Shanghai Civil Aviation New Era Design & Research Co., Ltd, Shanghai 200335, China;
2. College of Urban Construction and Safety Engineering, Shanghai Institute of Technology, Shanghai 200235, China;
3. Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, Shanghai 201804, China
摘要Cement concrete pavements in airfields need to be sealed with all kinds of sealants to prevent the ingress of water or incompressible materials into their joints. Airfield cement concrete pavements have unique in-service conditions, and the sealants in these environments are not only exposed to climatic effects and heavy traffic loads but also to jet fuel and fluids. By analyzing the causes of damage and selecting four types of typical joint sealing materials for cement concrete pavements in civil airports (e.g., silicone, polyurethane, polysulfide, and polythiourethane), the basic physical properties, adhesion, and resistance of these materials are tested. By combining the experimental results with the relevant technical specifications and standards at home and abroad, these materials are divided into high elastic modulus and low elastic modulus based on 23℃ tensile modulus. The surface drying time, cone penetration, elastic recovery rate, tensile modulus, low temperature tensile elongation, tensile bond, fuel immersion characteristics, resistance to heat ageing, and flame resistant properties of these materials are used as performance indices and provide a technical reference for the construction of airport cement concrete pavements.
Abstract:Cement concrete pavements in airfields need to be sealed with all kinds of sealants to prevent the ingress of water or incompressible materials into their joints. Airfield cement concrete pavements have unique in-service conditions, and the sealants in these environments are not only exposed to climatic effects and heavy traffic loads but also to jet fuel and fluids. By analyzing the causes of damage and selecting four types of typical joint sealing materials for cement concrete pavements in civil airports (e.g., silicone, polyurethane, polysulfide, and polythiourethane), the basic physical properties, adhesion, and resistance of these materials are tested. By combining the experimental results with the relevant technical specifications and standards at home and abroad, these materials are divided into high elastic modulus and low elastic modulus based on 23℃ tensile modulus. The surface drying time, cone penetration, elastic recovery rate, tensile modulus, low temperature tensile elongation, tensile bond, fuel immersion characteristics, resistance to heat ageing, and flame resistant properties of these materials are used as performance indices and provide a technical reference for the construction of airport cement concrete pavements.
基金资助:Supported by the National Natural Science Fundation of China(No. 51278364)
通讯作者:
WANG Xian-yi
E-mail: wangxianyi1977@163.com
引用本文:
王显祎, 李伟, 袁捷. 民用机场水泥混凝土道面接缝嵌缝材料性能指标分析[J]. Journal of Highway and Transportation Research and Development, 2017, 11(4): 1-8.
WANG Xian-yi, LI Wei, YUAN Jie. Performance Analysis of the Joint Sealing Materials for the Cement Concrete Pavements in Civil Airports. Journal of Highway and Transportation Research and Development, 2017, 11(4): 1-8.
[1] LI Hua, CHENG Ying-Hua. On the Cement Concrete Pavements Issues in China[J]. China Journal of Highway and Transport, 1994,6(S1):51-56.(in Chinese)
[2] SHOU Chong-Qi, ZHANG Zhi-Liang, XING Xi-Xue, et al. Research on Joint Sealants for Cement Concrete Pavement[J]. Highway, 2005,34(2):113-115.(in Chinese)
[3] XUE Jing, LIU Xiao-Xi, ZOU Ji-Ming. Application Study of the new Polythiourethane Jointing Materials for the Airfield Pavement[J]. New Building Materials,2011,38(5):76-78.(in Chinese)
[4] LIU Xiao-Xi, WANG Shuo-Tai. Analysis of Present Application of New Type Airport Concrete Pavement Sealing Materials[J]. Journal of Highway and Transportation Research and Development,2006,23(9):36-39.(in Chinese)
[5] WANG Shuo-Tai, MA Guo-Jing, WU Yong-Gen, et al. Technical Index Studies on Sealing Material for Airport Concrete Pavement[J]. Industrial Construction, 2003, 33(2):52-55.(in Chinese)
[6] ODUM-EWUAKYE B, ATTOH-OKINE N, Sealing System Selection for Jointed Concrete Pavements-A Review[J]. Construction and Building Materials, 2006,20(8):591-602.
[7] MH/T 5004-2010, Specifications for Airport Cement Concrete Pavement Design[S].(in Chinese)
[8] GB/T 13477, Test Method for Building Sealants[S].(in Chinese)
[9] ZHANG Hao. Performance Evaluation of Joint Sealants for Airport PCC Pavements[D]. Shanghai:Tongji University, 2013.(in Chinese)
[10] JT/T 589-2004, Joint Sealing Material of Cement Concrete Pavement[S].(in Chinese)
[11] Fed.Spec.SS.S-200E-1993, Sealing Compounds, Two-component, Elastomeric, Polymer Type,Jet-fuel-resistant, Cold applied[S].
[12] BS 5212-1990, Cold Applied Joint Sealant Systems for Concrete Pavements[S].
[13] SU Er-Hao, YUAN Jie, HUANG Chong-Wei. Displacement of Airport Concrete Pavement Joints and Structural Stress of Sealants[J]. Journal of PLA University of Science and Technology:Natural Science Edition, 2015,16(4):338-344. (in Chinese)
[14] WORMS T, SHALABY A, KAVANAGH L N. Accelerated Laboratory Evaluation of Joint Sealants under Cyclic Loads[C]//2005 Annual Conference of the Transportation Association of Canada. Calgary:[s.n.],2005.
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