环氧沥青混凝土桥面铺装材料研究与应用进展

doi:10.11896/j.issn.1005-023X.2018.17.013

Abstract
Figure/Table
References
Related Citation (1)

Download:

Full Text ( PDF ) (1763KB)
Export: BibTeX | EndNote (RIS)

Abstract  With the continuous development and improvement of design concept, structural analysis and construction techno-logy, bridges are evolving towards large span, high strength, long life and high endurance at present, and meanwhile, will confront more complicated construction circumstances and more functional requirements. Therefore, the research of specific bridge deck paving materials which match with new bridge design system is indispensable. Epoxy asphalt concrete has come to the fore and drawn wide concern due to its high strength, high-temperature resistance, fatigue resistance, aging resistance and other excellent road performance.
   However, the increasingly exaggerated issues of epoxy asphalt concrete, such as complex preparation process, harsh construction conditions and unsatisfactory durability, hinder the popularization of epoxy asphalt concrete in bridge deck application. To this end, researchers have made intensive works to improve the workability and durability of epoxy asphalt concrete, and have acquired certain achievements. These achievements have found remarkable application in practical projects, which lays a foundation for the further promotion of epoxy asphalt concrete.
   The variety of beneficial outcomes for the research of epoxy asphalt concrete serving as dech pavement material can be classified into three aspects: pavement structure optimization, preparation process optimization and raw materials optimization. The combinations of pavement structure have been developed from homogeneous single-layer structure to homogeneous double-layer structure and heterogeneous double-layer structure. The more reasonable combination of pavement structure facilitates to achieve full potential for the performance of epoxy asphalt concrete. As for preparation process, the prevailing of warm mixing and cold mixing over the traditional hot mixing alleviates pollution and fairly reduces construction difficulty, while ensures the serving performance of epoxy asphalt concrete. From the perspective of raw materials, the performance of two-component epoxy asphalt and three-component epoxy asphalt have attained deep comparative investigations. At the same time, modification methods for epoxy asphalt have gotten diversified, as the synergistic use of modified epoxy resin and modified asphalt gradually predominates, and polymer modifiers and hyperbranched polymer modifiers along with the initially adopted fibrous modifiers also have gain noticeable reformation. These advancements result in improved compatibility between asphalt and epoxy resin, and furthermore, impressive enhancement for the perfor-mance of epoxy asphalt concrete. Additionally, for the sake of making epoxy asphalt concrete more stable, the formula optimization has also captured much attention. However, this series of research results of epoxy asphalt concrete are scattered without systematically classifying and analyzing. Moreover, the performance evaluation indexes and requirements of epoxy asphalt concrete need to be further studied and improved.
   To define a reasonable system of performance evaluation indexes and requirements for epoxy asphalt concrete, this article comprehensively surveys the domestic and international specifications of epoxy asphalt concrete, systematically inspects vast amounts of practical projects and global research trends. It makes a comparative analysis over the effects of various major raw materials on pavement performance of epoxy asphalt concrete, and gives recommendation on bridge deck pavement structure combinations, raw materials, formulas, performance evaluation indexes and requirements. The paper is expected to lay a foundation for specification improvement and quality control of epoxy asphalt concrete.

Key words： epoxy asphalt concrete bridge pavement materials performance evaluation

Published: 19 September 2018

CLC number:	U414
	TB332

	Service
	E-mail this article
	Add to my bookshelf
	Add to citation manager
	E-mail Alert
	RSS
	Articles by authors
	WANG Chaohui
	FU Yi
	CHEN Qian
	CHEN Bao
	ZHOU Liwei

Cite this article:

WANG Chaohui,FU Yi,CHEN Qian, et al. Application and Research Advances in Epoxy Asphalt Concrete Serving as Deck Pavement Material[J]. Materials Reports, 2018, 32(17): 2992-3009.

URL:

http://www.mater-rep.com/EN/10.11896/j.issn.1005-023X.2018.17.013 OR http://www.mater-rep.com/EN/Y2018/V32/I17/2992

1 Gaul R W. Epoxy asphalt concrete-a polymer concrete with 25 years’ experience[J].Special Publication,1996,166:233.
2 Chen L L, Qian Z D, Jiang C L. Research on strength developing procedure of epoxy asphalt mixture[C]//9th Asia Pacific Transportation Development Conference. Chongqing,2012:558.
3 Balala B. Studies leading to choice of epoxy asphalt for pavement on steel orthotropic bridge deck of San Mateo-Hayward Bridge[C]//Committee on Adhesives, Bonding Agents and Their Uses and pre-sented at the 48th Annual Meeting. California,1969:12.
4 Hicks R G, Dussek I J, Seim C. Asphalt surfaces on steel bridge decks[J].Transportation Research Record Journal of the Transportation Research Board,2000,1740:135.
5 Mayama M. エポキシアスファルト混合物の力学挙動[J].Journal of the Japan Petroleum Institute,1978,21:68.
6 Zhu C. Japan TAF epoxy asphalt concrete design and steel bridge deck pavement construction technology[J].Applied Mechanics & Materials,2013,330:905.
7 Zeng L W. Quality control of epoxy asphalt concrete construction in Zhanjiang Bay Bridge[J].Road Machinery & Construction Mechanization,2007,24(4):46(in Chinese).
曾利文.湛江海湾大桥钢桥面环氧沥青施工质量控制[J].筑路机械与施工机械化,2007,24(4):46.
8 Wang H. Application research on design and construction of deck pavement on steel bridge for the Grand Canal Bridge on Changzhou West Beltway[D].Xi’an: Chang’an University,2014(in Chinese).
王晖.常州西绕城高速公路京杭运河特大桥钢桥面环氧沥青铺装应用研究[D].西安:长安大学,2014.
9 Huang W, Qian Z, Chen G, et al. Epoxy asphalt concrete paving on the deck of long-span steel bridges[J].Science Bulletin,2003,48(21):2391.
10 Wang J W, Li Y U, Luo S. Service condition survey and analysis of epoxy asphalt concrete pavement on Nanjing Second Yangtze River Bridge after thirteen years life[J].Highway,2015(8):37(in Chinese).
王建伟,于力,罗桑.南京长江第二大桥环氧沥青混凝土铺装服役13年回顾[J].公路,2015(8):37.
11 Li H T, Huang W. Study on deck surfacing of trail bridge for Runyang Bridge[J].Journal of Highway and Transportation Research and Development,2005,22(4):76(in Chinese).
李洪涛,黄卫.润扬大桥钢桥面铺装实桥试验研究[J].公路交通科技,2005,22(4):76.
12 Zhang D J. Epoxy asphalt pavement on Nanjing Third Yangtze River Bridge[J].Highway,2007(9):21(in Chinese).
章登精.南京长江第三大桥环氧沥青桥面铺装工程[J].公路,2007(9):21.
13 Chen L L, Qian Z D, Wang J W, et al. Design and construction of epoxy asphalt concrete pavement for steel deck of Wuhan Tianxingzhou Changjiang River rail-cum-road bridge[J].Bridge Construction,2011,28(1):79(in Chinese).
陈磊磊,钱振东,王建伟,等.武汉天兴洲公铁两用长江大桥钢桥面环氧沥青混凝土铺装设计与施工[J].桥梁建设,2011,28(1):79.
14 Hao P W, Hu L, Chen Z Y, et al. Research and development of deck pavement in long-span steel box girder[J].Road Machinery & Construction Mechanization,2008,25(6):45(in Chinese).
郝培文,胡磊,陈志一,等.大跨径钢箱梁桥面铺装研究与发展[J].筑路机械与施工机械化,2008,25(6):45.
15 Jiang L. Applied research and development of epoxy asphalt[J].New Chemical Materials,2010,38(9):34(in Chinese).
蒋玲.环氧沥青混合料应用研究现状与发展趋势[J].化工新型材料,2010,38(9):34.
16 Jia X, Huang B, Chen S, et al. Comparative investigation into field performance of steel bridge deck asphalt overlay systems[J].KSCE Journal of Civil Engineering,2016,20(7):1.
17 Liu X W, Zhang X N. Application of Japanese TAF epoxy asphalt concrete in deck pavement[J].Road Machinery & Construction Mechanization,2010,27(1):69(in Chinese).
刘晓文,张肖宁.日本TAF环氧沥青混凝土在桥面铺装中的应用[J].筑路机械与施工机械化,2010,27(1):69.
18 重庆交通科研设计院.公路钢箱梁桥面铺装设计与施工技术指南[M].北京:人民交通出版社,2006.
19 住房和城乡建设部.城镇桥梁沥青混凝土铺装层施工技术规程(征求意见稿)[M].北京:中国建筑工业出版社,2017.
20 DB13/T 1789-2013.公路桥面环氧沥青混凝土铺装施工技术规程[S].北京:人民交通出版社,2013.
21 GB/T 30598-2014.道路与桥梁铺装用环氧沥青材料通用技术条件[S].北京:中国标准出版社,2014.
22 DB32/T 3292-2017.大跨径桥梁钢桥面环氧沥青铺装养护技术规程[S].北京:人民交通出版社,2017.
23 ASTM D1763-00(2013). Standard specification for epoxy resins[S]. West Conshohocken: American Society for Testing Materials,2013.
24 AASHTO M 200-73 (2007). Standard specification for epoxy protective coatings[S]. Washington: American Association of State Highway and Transportation Officials,2007.
25 多田宏行.橋面舗装の設計と施工[M].東京:鹿島出版会,1996:390.
26 Stastna J, Zanzotto L, Vacin O J. Viscosity function in polymer-modified asphalts[J].Joural of Colloid and Interface Science,2003,259(2):200.
27 Review S B. San Francisco Bay Bridge surfaced with epoxy asphalt[J].Shell Bitumen Review,1978,57:8.
28 Rebbechi J J. Epoxy asphalt surfacing of West Gate Bridge[C]//Australian Road Research Board (ARRB) Conference,10th.Sydney,1980.
29 Cong P, Tian Y, Liu N, et al. Investigation of epoxy-resin-modified asphalt binder[J].Journal of Applied Polymer Science,2016,133(21):43401.
30 Yu J B, Chang W P, Kim N. An evaluation of epoxy asphalt mixtures for long-span steel bridge deck[J].KSCE Journal of Civil Engineering,2012,32(6D):579.
31 Bocci E, Student P D, Canestrari F. Analysis of structural compatibility at interface between asphalt concrete pavements and orthotropic steel deck surfaces[J].Transportation Research Record Journal of the Transportation Research Board,2012,2293:1.
32 Huang W. Design of deck pavement for long-span steel bridges[J].China Civil Engineering Journal,2007,40(9):65(in Chinese).
黄卫.大跨径桥梁钢桥面铺装设计[J].土木工程学报,2007,40(9):65.
33 Wang W Q, He H Y. Study on performance of epoxy asphalt concrete applied in the deck pavement of Pingsheng Steel Bridge[J].Advanced Materials Research,2011,150-151:470.
34 Luo S, He H, Li K. Construction technology of epoxy asphalt concrete pavement on Wuhan Yangluo Bridge[J].Construction Techno-logy,2009,38(1):24(in Chinese).
罗桑,贺华,李科.武汉阳逻大桥环氧沥青混凝土铺装施工工艺[J].施工技术,2009,38(1):24.
35 Han Z Y, Jiang X K, Liu Y, et al. Techniques for paving domestic epoxy asphalt concrete of steel bridge deck of Fumin Bridge in Tianjin[J].Bridge Construction,2008(5):71(in Chinese).
韩振勇,蒋学奎,刘跃,等.天津富民桥钢桥面国产环氧沥青混凝土铺装技术[J].桥梁建设,2008(5):71.
36 Chen L Y, Zhu Z B, Pan L Q, et al. Construction technology and quality control of epoxy asphalt deck surfacing of Xihoumen Bridge[J].Bridge Construction,2009(S2):114(in Chinese).
陈露一,朱治宝,潘立泉,等.西堠门大桥环氧沥青桥面铺装施工工艺及质量控制[J].桥梁建设,2009(S2):114.
37 Wang H, Ren Y N. The study of the epoxy asphalt concrete pavement of Chong Qi Bridge to orthotropic steel bridge panel fatigue stress amplitude[J].Highway Engineering,2015(1):90(in Chinese).
王辉,任亚宁.崇启大桥环氧沥青混凝土铺装对钢桥面板疲劳应力幅的影响研究[J].公路工程,2015(1):90.
38 Song X, Hu X L, Zeng J. Applied on of epoxy asphalt concrete on steel deck pavement[J].Road Machinery & Construction Mechanization,2012,29(10):29(in Chinese).
宋鑫,胡小林,曾靖.环氧沥青混凝土在钢桥面铺装中的应用[J].筑路机械与施工机械化,2012,29(10):29.
39 Yu H X, Guo Y J, Li D, et al. Application of epoxy asphalt concrete in steel arch bridge deck pavement of Panjin Neihu Bridge[J].Construction Technology,2016,45(24):58(in Chinese).
余洪学,郭玉建,李东,等.环氧沥青混凝土在盘锦内湖大桥钢拱桥桥面铺装中的应用[J].施工技术,2016,45(24):58.
40 Yang R, Wang M. Design and construction of steel bridge pavement of Zhujiang Huangpu Bridge in Guangzhou[J].Road Machinery & Construction Mechanization,2009,26(8):59(in Chinese).
杨睿,王民.广州珠江黄埔大桥钢桥面铺装设计与施工[J].筑路机械与施工机械化,2009,26(8):59.
41 Yan Y, Guo D J, Feng J L, et al. Research status and prospect of epoxy asphalt for steel box girder bridge pavement[J].Journal of Highway & Transportation Research & Development,2016,33(9):69(in Chinese).
晏永,郭大进,封基良,等.钢桥铺装用环氧沥青的研究现状及展望[J].公路交通科技,2016,33(9):69.
42 Xu L. Study on gradation optimization design and compaction law of the epoxy asphalt for steel deck pavement[D].Guangzhou: South China University of Technology,2016(in Chinese).
许龙.环氧沥青钢桥面铺装级配优化设计与压实规律研究[D].广州:华南理工大学,2016.