Abstract: For the purpose of further determining the scientific and reasonable performance evaluation indexes of gussasphalt concrete, corresponding standards at home and abroad are combed comprehensively. Technical index requirements and gradation range of different standards are compared and evaluated. A large number of entity engineering and research trends are investigated systematically. The structure layer combination of steel deck pavement, raw materials, technical index requirements and gradation for gussasphalt concrete are determined, which can contributed to the improvement of standards and quality control of gussasphalt concrete. The results show that the combination of 30—35 mm GA-10 and 35—40 mm SMA-10 is recommended as structure layer of steel deck pavement. The combination of SBS modified asphalt and 15%—30%TLA is recommended as base asphalt of GA, with 2% viscosity reducer. The performance index requirements of asphalt-aggregate ratio within 7.9%—8.5%, fluidity within 10—17 s, penetration within 1.4—2.5 mm, penetration increment ≤0.25 mm and tensile strain ≥7 000με are proposed. At the same time, dynamic stability ≥1 000 times/mm is proposed as a reference index. Fatigue performance is tested under controlling strain and results are based on actual measurements.
Wan Taotao.Optimization design of MA for bridge deck pavement in British[J].J China Foreign Highway, 2012, 32(6):278(in Chinese).万涛涛. 英国浇筑式桥面铺装混合料MA优化设计[J].中外公路,2012,32(6):278.
[3]
Zhang Chun.Gradation of guss asphalt concrete steel bridge deck design and performance optimization[D]. Chongqing: Chongqing Jiaotong University,2014 (in Chinese).张纯. 浇注式沥青混凝土钢桥面铺装配合比设计及其性能优化研究[D].重庆:重庆交通大学,2014.
[4]
Hicks R G, Dussek I J, Seim C.Asphalt surfaces on steel bridge decks[J].J Transportation Res Board, 2000, 1740:135.
[5]
Fan Yehua, Yang Jun, Qian Zhendong, et al.Introduction to application of gussasphalt in bridge deck paving abroad[J].J China Fo-reign Highway,2003,23(6):1(in Chinese).樊叶华,杨军,钱振东,等.国外浇注式沥青混凝土钢桥面铺装综述[J].中外公路,2003,23(6):1.
Saeedi A.Gussasphalt in urban road construction[J].Bitumen,1968,30(4):89.
[8]
Phillips B L.Surfacing of orthotropic steel deck bridges[R].Austra-lia: Country Roads Board of Victoria,1973.
[9]
Zong Hai, Qi Zhaochen, Zhang Dengjing.Overview of gussasphalt concrete bridge deck pavement in Japan[J]. China High Technol Enterprises,2010(22):163(in Chinese).宗海,戚兆臣,章登精.日本浇注式沥青混凝土钢桥面铺装概览[J].中国高新技术企业,2010(22):163.
Pi Yuhui, Chen Shizhou.Application of gussasphalt concrete in deck pavement[J].J China Foreign Highway,2006,26(1):155(in Chinese).皮育晖,陈仕周.浇注式沥青混凝土在桥面铺装中的应用[J].中外公路,2006,26(1):155.
[14]
Zhang Shunxian.Composition and properties of modified mastic asphalt concrete at the Jiangyin Yangtze River Bridge pavement[D].Chongqing: Chongqing Jiaotong University,2009(in Chinese).张顺先. 江阴长江大桥钢桥面铺装层改性沥青浇注式砼的组成与性能研究[D].重庆:重庆交通大学,2009.
[15]
Lian Xingjun.Application of casting type asphalt concrete to surfacing of orthotropic plate steel bridge deck[J].Bridge Construction,2008(1):66(in Chinese).廉兴军. 浇注式沥青混凝土在正交异性板钢桥面铺装中的应用[J].桥梁建设,2008(1):66.
[16]
Xue Xin, Wang Min, Zhang Hua, et al.Application of casting asphalt concrete in deck pavement and development status[J].Technol Highway Transport,2011(5):98(in Chinese).薛昕,王民,张华,等.浇筑式沥青混凝土在桥面铺装中的应用与发展现状[J].公路交通技术,2011(5):98.
[17]
Forscnungsgesellschaft für Straβen-und Verkehrswesen Arbeitsgruppe Betonstaβen. Zusätzliche Technische Vertragsbedingungen und Richtlinien für den Bau von Fahrbahndecken aus Beton (ZTV Beton-StB)[S].2001.
[18]
DIN EN13108-6-2008, Asphalt mischgut-mischgut an forderungen- Teil 6: Gussasphalt[S].
[19]
BS1447-1998, Mastic asphalt for roads, footways and pavings in buildings[S].
[20]
BS5284-1993, Methods of sampling and testing mastic asphalt and pich mastic used in building[S].
Zhang Aijun, Chen Qiao.Application of trinidad lake asphalt (TLA) in bridge deck pavement[J].J Highway Transportation Res Development:Application Technol Ed,2014(12):131(in Chinese).张爱军,陈桥.特立尼达湖沥青(TLA)在桥面铺装中的应用概况[J].公路交通科技:应用技术版,2014(12):131.
[27]
Wang Hu, Han Fei.Literature review of research status of deck pavement technology oflong-pan continuous rigid frame bridge[J].J Chongqing Jiaotong University:Nat Sci,2016(1):16(in Chinese).王虎,韩飞.大跨径连续刚构桥桥面铺装层技术研究现状综述[J].重庆交通大学学报:自然科学版,2016(1):16.
[28]
Xu Feng.Analysis on engineering of overhaul Queshi bridge pavement[J].Highway,2009(7):7(in Chinese).许锋. 礐石大桥铺装层大修工程分析[J].公路,2009(7):7.
[29]
Fu Bin.Study on steel deck pavement of Gushan bridge in Fuzhou[D].Chongqing: Chongqing Jiaotong University,2013(in Chinese).付斌. 福州鼓山大桥钢桥面铺装技术研究[D].重庆:重庆交通大学,2013.
[30]
Wang Honchang, Li Guofen.Study on mix design of guss asphalt in Nanjing Yangtze River fourth bridge[J]. Highway,2012(8):50(in Chinese).王宏畅,李国芬.南京长江四桥浇注式沥青混凝土配合比设计研究[J].公路,2012(8):50.
[31]
Hao Peiwen, Hu Lei, Chen Zhiyi, et al.The research and development of deck pavement in long-span steel box girder[J].Road Machinery Construction Mechanization,2008,25(6):58(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):58.
[32]
Yang Donglai, et al.Construction technology of GMA gussasphalt concrete for Hong Kong-Zhuhai-Macao Bridge[J].Road Machinery Construction Mechanization,2016,33(1):30(in Chinese).杨东来. 港珠澳大桥GMA浇注式沥青混凝土施工技术[J].筑路机械与施工机械化,2016,33(1):30.
[33]
Zhan Chenggen, Wang Min, Liu Ke.Design and demonstration of deck pavement scheme for Ma'anshan Yangtze River Highway Bridge[J].Road Machinery Construction Mechanization,2016,33(2):84(in Chinese).詹成根,王民,刘克.马鞍山长江公路大桥钢桥面铺装方案设计与论证[J].筑路机械与施工机械化,2016,33(2):84.
[34]
Wang H, Li G.Study of factors influencing gussasphalt mixture performance[J].Constr Build Mater,2015,101:193.
[35]
Xue Xin, Wang Min, Gao Bo, et al.Study on the performance of compound modified bitumen guss asphalt[J]. J Chongqing Jiaotong University:Nat Sci,2010,29(3):387(in Chinese).薛昕,王民,高博,等.复合改性沥青浇筑式混凝土性能研究[J].重庆交通大学学报:自然科学版,2010,29(3):387.
[36]
Li Yao.The steel deck bridge pavement structure of gussasphalt concrete[D].Chongqing:Chongqing Jiaotong University,2012(in Chinese).李瑶. 浇注式沥青混凝土钢桥面铺装结构的研究[D].重庆:重庆交通大学,2012.
[37]
Zhang Cheng.The mix design and performance study of guss asphalt concrete[D].Chongqing: Chongqing Jiaotong University,2015(in Chinese).张诚. 浇注式沥青混合料配合比设计及性能研究[D].重庆:重庆交通大学,2015.
[38]
Shi Dongqian, Li Guofen, Wang Hongchang.Analysis on pavement performance of composite guss asphalt[J]. J China Foreign Highway,2013,33(2):237(in Chinese).侍冬前,李国芬,王宏畅.复合浇注式沥青混合料铺装性能分析[J].中外公路,2013,33(2):237.
[39]
Zhang Haiwei.Research on the gussasphalt concrete based on performance balance[D].Guangzhou: South China University of Technology,2015(in Chinese).张海威. 基于性能平衡的浇注式沥青混凝土研究[D].广州:华南理工大学,2015.
Zhao Guoyun, Shao Qiang, Yan Dongbo.Gradation performance of gussasphalt mixture for steel bridge deck paving[J].J Highway Transportation Res Development,2013,30(6):75(in Chinese).赵国云,邵强,闫东波.钢桥面铺装浇注式沥青混合料级配性能[J].公路交通科技,2013,30(6):75.
[42]
Wan Taotao, Wu Nianchao.Research on design of poured asphalt concrete for steel deck[J].Road Machinery Construction Mechanization,2015,32(2):81(in Chinese).万涛涛,吴年超.钢桥面浇注式沥青混凝土设计体系研究[J].筑路机械与施工机械化,2015,32(2):81.
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2017, Vol. 31 
