|Table of Contents|

Research status summary of asphalt pavement technology on cement concrete bridge deck(PDF)

《交通运输工程学报》[ISSN:1671-1637/CN:61-1369/U]

Issue:
2014年01期
Page:
1-10
Research Field:
道路与铁道工程
Publishing date:

Info

Title:
Research status summary of asphalt pavement technology on cement concrete bridge deck
Author(s):
HUANG Xiao-ming
School of Transportation, Southeast University, Nanjing 210096, Jiangsu, China
Keywords:
cement concrete bridge deck asphalt pavement material design structure design paving technology
PACS:
U443.33
DOI:
-
Abstract:
Through the analysis and summary on domestic and abroad research statuses and development trends of asphalt pavement technology on cement concrete bridge deck, the influences of concrete bridge types in different countries and traffic load circumstances on asphalt pavement technology were studied, especially on the mechanism of asphalt pavement diseases and the classification method, pavement structure combination, pavement material and pavement structure design. Analysis result shows that the durability of asphalt pavement is not entirely determined by the strength or excellence of pavement material, but more by the adaptabilities of pavement structure and material to bridge structure and concrete bridge deck. Integrated design of pavement and waterproof, construction quality control and evaluation methods are the keys to ensure the durability of pavement. The green materials of pavement for noise reduction, ice and snow melting, and easy regeneration are worth advocating. Asphalt pavement construction quality control system should be established and improved. Asphalt pavement typical structure with high humanization is worth studying. 4 figs, 43 refs.

References:

[1] JTG D60—2004,公路桥涵设计通用规范[S]. JTG D60—2004, general code for design of highway bridges and culverts[S].(in Chinese)
[2] BILD S. Durability design criteria for bituminous pavements on orthotropic steel bridge decks[J]. Canadian Journal of Civil Engineering, 1987, 14(1): 41-48.
[3] NISHIZAWA T, HIMENO K, NOMURA K, et al. Development of a new structural model with prism and strip elements for pavements on steel bridge decks[J]. The International Journal of Geomechanics, 2001, 1(3): 351-369.
[4] HUURMAN 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.
[5] MANGUS A R. Orthotropic design meets cold weather challenges: an overview of orthotrcpic steel deck bridges in cold regions[J]. Welding Innovation, 2002, 19(1): 1-7.
[6] 罗立峰.钢纤维增强聚合物改性混凝土桥面铺装技术[M].广州:华南理工大学出版社,2004. LUO Li-feng. Technology of steel fiber reinforced polymer modified concrete bridge deck pavement[M]. Guangzhou: South China University of Technology Press, 2004.(in Chinese)
[7] 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. LI Ming-guo. Structure analysis and material optimization for concrete beam bridge asphalt mixture deck[D]. Xi'an: Chang'an Universtiy, 2010.(in Chinese)
[8] 郭渭彬.佛山大桥(旧桥)桥面铺装病害及其改建技术[J].广东公路交通,1996(4):14-17. GUO Wei-bin. Deck pavements failure and rebuilt technology of Foshan Bridge[J]. Guangdong Gonglu Jiaotong, 1996(4): 14-17.(in Chinese)
[9] 郭素军.京秦高速公路混凝土桥面铺装病害成因及维修措施[J].交通世界,2009(15):74-75. GUO Su-jun. Concrete pavement failures and repair measures of Jingqin Highway[J]. Transpoworld, 2009(15): 74-75.(in Chinese)
[10] JTG D50—2006,公路沥青路面设计规范[S]. JTG D50—2006, specifications for design of highway asphalt pavement[S].(in Chinese)
[11] JTG D40—2011,公路水泥混凝土路面设计规范[S]. JTG D40—2011, specifications for design of highway cement concrete pavement[S].(in Chinese)
[12] 黄德寿.石油沥青浸渍砖桥面的铺装[J].公路,1957(4):18-21. HUANG De-shou. Petroleum asphalt impregnated brick bridge pavement[J]. Highway, 1957(4): 18-21.(in Chinese)
[13] 叶鸿瀛.对木桥上加铺路面的认识[J].公路,1958(2):27-28. YE Hong-ying. Understanding of wooden bridge paving pavement[J]. Highway, 1958(2): 27-28.(in Chinese)
[14] 闵子超.公路桥面铺装问题的商榷[J].公路,1964(6):23-26. MIN Zi-chao. Discussion on road bridge deck pavement[J]. Highway, 1964(6): 23-26.(in Chinese)
[15] 陈伟章.采用沥青混凝土桥面铺装可以取消防水层[J].公路,1965(2):27-28. CHEN Wei-zhang. Using of asphalt concrete bridge deck pavement can remove the waterproof layer[J]. Highway, 1965(2): 27-28.(in Chinese)
[16] 吴 锐.简化钢筋混凝土桥面铺装的意见[J].公路,1964(2):20-21. WU Rui. Opinion for simplified reinforced concrete bridge deck pavement[J]. Highway, 1964(2): 20-21.(in Chinese)
[17] 杨振清.谈谈国外的桥面防水铺装经验[J].公路,1964(6):21-22. YANG Zhen-qing. Experience of foreign bridge deck waterproof paving[J]. Highway, 1964(6): 21-22.(in Chinese)
[18] 陈伟章.在黑色基层上加铺防水层的桥面铺装[J].市政技术,1979(4):29. CHEN Wei-zhang. Deck pavement with waterproof layer on black base[J]. Municipal Engineering Technology, 1979(4): 29.(in Chinese)
[19] 樱木忠胜,长屋厚.钢桥面板上的高温拌和式摊铺沥青混合料[J].华东公路,1989(6):77-79,76. SAKURAGI T, NAGAYA A. Asphalt mixture paving at high-temperature on steel bridge deck[J]. East China Highway, 1989(6): 77-79, 76.(in Chinese)
[20] 沈 巍,付宏盛.改性阳离子乳化沥青胶乳在混凝土桥面防水中的应用[J].中国建筑防水,1989(4):7-9. SHEN Wei, FU Hong-sheng. Application of modified emulsified asphalt latex in the concrete bridge deck waterproofing[J]. China Building Waterproofing, 1989(4): 7-9.(in Chinese)
[21] 李洪东.佛开高速公路桥面铺装病害分析[J].市政技术,1998(3):10-15. LI Hong-dong. Disease analysis of the Fo-Kai highway deck pavement[J]. Municipal Engineering Technology, 1998(3): 10-15.(in Chinese)
[22] 张 剑,董 强,李忠林.水泥混凝土桥桥面铺装典型结构研究[J].重庆建筑,2010,9(10):1-4. ZHANG Jian, DONG Qiang, LI Zhong-lin. On typical structure of bridge deck pavement above cement concrete bridge[J]. Chongqing Architacture, 2010, 9(10): 1-4.(in Chinese)
[23] SUTANTO M H. Assessment of bond between asphalt layers[D]. Nottingham: University of Nottingham, 2009.
[24] British Board of Agrément. Guidelines document for the assessment and certification of waterproofing systems for use on concrete decks of highway bridges[R]. Watford: British Board of Agrément, 2005.
[25] WEST R C, ZHANG J, MOORE J. Evaluation of bond strength between pavement layers[R]. Auburn: Auburn University, 2005.
[26] MOHAMMAD L. Optimization of tack coat materials[R]. Baton Rouge: Louisiana State University, 2011.
[27] SUTANTO M H. Development of automatic torque bond test[J]. Jurnal Transportasi, 2011, 11(3): 191-200.
[28] LIU X, SCARPAS A, LI J, et al. Application of MAT device to characterize the adhesive bonding strength of membrane in orthotropic steel deck bridges[C]∥ISAP. International Symposium on Heavy Duty Asphalt Pavements and Bridge Deck Pavements. Nanjing: ISAP, 2012: 1-10.
[29] DOYLE K P, O'BRIEN E P, WARD T C. Adhesion between epoxy and glass measured by the shaft loaded blister test[R]. Ohio: Ohio University, 2000.
[30] KOICHIRO S, YOSHIHARU M, KEN'ICHI H, et al.混凝土桥面防水系统的比较——日本,德国及英国[C]∥中国硅酸盐协会.第十一届全国防水堵漏应用技术交流大会.成都:中国硅酸盐协会,2005:22-30. KOICHIRO S, YOSHIHARU M, KEN'ICHI H, et al. Comparison of concrete bridge deck waterproofing system in Japan, Germany and Britain[C]∥The Chinese Ceramic Society. Eleventh National Waterproof Plugging Technology Exchange Meeting. Chengdu: The Chinese Ceramic Society, 2005: 22-30.
[31] CULLIMORE M S G, FLETT I D, SMITH J W. Flexure of Steel Bridge Deck Plate with Asphalt Surfacing[M]. Bristol: University of Bristol, 1983.
[32] SEIBLE F, LATHAM C T. Analysis and design models for structural concrete bridge deck overlays[J]. Journal of Structural Engineering, 1990, 16(10): 2711-2728.
[33] 王 虎,胡长顺,王秉纲.桥面铺装层弯曲正应力分析[J].工程力学,1999,16(S):235-238. WANG Hu, HU Chang-shun, WANG Bing-gang. Bending normal stress analysis of bridge deck pavement[J]. Engineering Mechanics, 1999, 16(S): 235-238.(in Chinese)
[34] 罗立峰,钟 鸣,黄成造.桥面铺装设计方法探讨[J].中南公路工程,1999,24(2):20-22. LUO Li-feng, ZHONG Ming, HUANG Cheng-zao. Discuss on design method of bridge deck pavement[J]. Central South Highway Engineering, 1999, 24(2): 20-22.(in Chinese)
[35] 罗立峰,钟 鸣,黄成造.水泥混凝土桥面铺装设计方法的研究[J].华南理工大学学报:自然科学版,2002,30(3):61-65. LUO Li-feng, ZHONG Ming, Huang Cheng-zao. A design method for cement concrete bridge deck pavement[J]. Journal of South China University of Technology: Natural Science Edition, 2002, 30(3): 61-65.(in Chinese)
[36] 张占军,王 虎,胡长顺,等.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. ZHANG Zhan-jun, WANG Hu, HU Chang-shun, et al. Analysis of the load bending stress of concrete bridge decks with asphalt pavements and waterproof layer[J]. China Journal of Highway and Transport, 2004, 17(4): 37-40.(in Chinese)
[37] 赵锋军,李宇歭,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. ZHAO Feng-jun, LI Yu-zhi, YI Wei-jian. A simplified model for interlaminar stress analysis of bridge asphalt pavement[J]. China Civil Engineering Journal, 2007, 40(6): 100-104.(in Chinese)
[38] 方志禾,应子龙,许以丽.柔性防水层上水泥混凝土桥面铺装的设计[J].公路,1991(4):9-12. FANG Zhi-he, YING Zi-long, XU Yi-li. Design on flexible waterproof layer of cement concrete bridge deck pavement[J]. Highway, 1991(4): 9-12.(in Chinese)
[39] 季 节,龙佩恒,王毅娟,等.用有效活载挠度确定钢筋混凝土桥面铺装层的厚度[J].北京建筑工程学院学报,2001,17(3):61-64. JI Jie, LONG Pei-heng, WANG Yi-juan, et al. Usign the equivalent design deffection to determine the thickness of bridge deck pavement[J]. Journal of Beijing Institute of Civil Engineering and Architecture, 2001, 17(3): 61-64.(in Chinese)
[40] CASTRO M. Structural design of asphalt pavement on concrete bridges[J]. Canadian Journal of Civil Engineering, 2004, 31(4): 695-702.
[41] HUURMAN M, MEDANI T O. The structural effects of adhesive membranes in asphalt surfacings on orthotropic steel deck bridges[R]. Delft: Delft University of Technology, 2005.
[42] WALTER R. Cement-based overlay for orthotropic steel bridge decks: a multi-scale modeling approach[D]. Koebenhavn: Technical University of Denmark, 2005.
[43] MEDANI T O, SCARPAS A, KOLSTEIN M H, et al. Design aspects for wearing courses on orthotropic steel bridge decks[R]. Delft: Delft University of Technology, 2002.

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Last Update: 2014-03-20