Abstract
This work provides a comprehensive review of the development and applications of bridge rotation construction methods (BRMs) and related critical construction technologies in China. A brief history of BRMs and an outline of their categories, including the rotating structural system, are given first. Subsequently, a discussion on the recent practice of BRMs in China is carried out from three types of bridges: (1) continuous beam and rigid frame bridges; (2) arch bridges; (3) cable-stayed bridges. For each group, a survey of the vital bridge cases that have adopted BRMs in China in the past two decades is provided. Key parameters, including the structure weight of rotation, maximum cantilever span, and rotation duration, are also compared and discussed. Afterward, the principles and applications of the weighing test and the spherical hinge stability, which are both related to the safety of the horizontal rotation construction process, are analyzed in the paper. Additionally, the limitations of BRMs are presented and discussed, and the article concludes with a summary of the current use and future trend of BRMs. The information and experience of BRMs provided in this work can be referenced by engineers and researchers who are devoted to the construction of bridges.
Similar content being viewed by others
References
Zheng J, Wang J. Concrete-filled steel tube arch bridges in China. Engineering, 2018, 4: 143–155
Zhou X, Zhang X. Thoughts on the development of bridge technology in China. Engineering, 2019, 5: 1120–1130
Chen B C. Structures and Erection Methods of Concrete Filled Steel Tubular Arch Bridges. Shanghai: CRC Press-Taylor & Francis Group, 2009. 43–49
Schanack F, Ramos O R. Chapter 13: Arch bridges. In: Pipinato A, ed. Innovative Bridge Design Handbook. Boston: Butterworth-Heinemann, 2016. 335–357
Zhang L Y. Rotation Construction Method for Bridges. Beijing: China Communication Press, 2011
Zhang J, El-Diraby T E. Constructability analysis of the bridge superstructure rotation construction method in China. J Constr Eng Manage, 2006, 132: 353–362
Siwowski T, Wysocki A. Horizontal rotation via floatation as an accelerated bridge construction for long-span footbridge erection: Case study. J Bridge Eng, 2015, 20: 05014014
fib Task Group 1.2 Bridges (former FIP Special Commission on Bridges). Guidance for Good Bridge Design: Guide to Good Practice. Lausanne: International Federation for Structural Concrete (FIB), 2000
Chen W F, Duan L. Bridge Engineering Handbook: Construction and Maintenance. Boca Raton: CRC Press, 2014
Sun Q S, Guo X G, Zhang D P, et al. Research on the application of horizontal rotation construction method with flat hinge in cable-stayed bridge construction. Adv Mater Res, 2011, 255–260: 856–860
Chen W F, Duan L. Bridge Engineering Handbook: Superstructure Design. Boca Raton: CRC Press, 2014
Jiang L C, Gao R, Xia H. Vibration measurement of a T-type rigid frame bridge during its rotation construction process. In: 4th International Symposium on Environmental Vibrations: Prediction, Monitoring, Mitigation and Evaluation. Beijing, 2009. 932–936
Jia F X, Chen D W, Wu Y Y. Fine-analysis for the concrete upper rotation table and pier of a bridge using rotation construction method. Appl Mech Mater, 2014, 638–640: 1099–1102
Jiang L, Gao R. Deformation monitoring during removal of the supporting of T-type rigid frame bridge constructed by rotation method. Procedia Eng, 2010, 4: 355–360
Liu M H. Construction Technology and the Application of Rotation Construction Method on Bridges Across Existing Railway Lines. Beijing: Science Press, 2016
Huang S G, Wang C, Hao S H. Graphic Explanation on Railway Arch Bridge, Cable-Stayed Bridge and Safety of Rotation Construction Method. Beijing: China Railway Publishing House, 2012
Hu J, Sun X Y, Jiao S J. Monitoring of long-span self-anchored arch bridge constructed with rotation method. Appl Mech Mater, 2012, 178–181: 1977–1982
de Miranda M, Ruscone E G. The Lavis Bridge, Italy. Struct Eng Int, 2010, 20: 161–165
Zhou Z, Li F, Imbsen R. Vertical erection-rotation method for chorded arch bridge. Struct Eng Int, 2009, 19: 142–148
Watanabe E, Maruyama T, Tanaka H, et al. Design and construction of a floating swing bridge in Osaka. Mar Struct, 2000, 13: 437–458
Khan M A. Accelerated Bridge Construction: Best Practices and Techniques. Boston: Butterworth-Heinemann, 2014
Li W, Huang C, Tang C. Negative angle vertical rotating construction method of reinforced concrete arch bridge. Struct Eng Int, 2017, 27: 558–562
Liu Y, Wu X G, Xu F Y. Simulation of vertical shift construction of steel tub arch bridge (in Chinese). J Chang’an Univer (Nat Sci Ed), 2007, 2: 49–52, 84
Sun Y. Fuling Wujiang Bridge: One span of 200 m box arch bridge constructed by rotation method without counterweight (in Chinese). Bridge Constr, 1989, 1: 13–21
Qian G F, Chen F, Wang J Q, et al. Construction Technology of Super Large Tonnage Arch Bridge Erected by Rotation Construction Method in Shanghai-Hangzhou High-Speed Railway (in Chinese). Beijing: China Railway Publishing House, 2012
Li J, Du G P, Liang Y, et al. Construction analysis and monitoring of the vertical rotation of steel tube arch ribs (in Chinese). Struct Eng Int, 2019
Kim M K, McGovern S, Belsky M, et al. A Suitability analysis of precast components for standardized bridge construction in The United Kingdom. Procedia Eng, 2016, 164: 188–195
‘Air Ballet’ of a cable-stayed bridge with a weight of more than 80000 tons (in Chinese). 2019 [2020-01-07]. http://www.xinhuanet.com/2019-07/30/c_1124814671.htm
World record! China’s 46000 tons of bridge’s rotation (in Chinese). 2019, [2020-01-07]. https://www.thepaper.cn/newsDetail_forward_4038649
Bridge erection methods (in Chinese). 2020, [2020-04-08]. https://structurae.net/en/structures/bridges/bridge-erection-methods
Fuchs N, Tomlinson K, Buckby R. El Ferdan Bridge, Egypt: The world’s longest swing bridge. Proc Inst Civil Eng-Bridge Eng, 2003, 156: 21–30
Wang L Z. Design of the rotational struction of highway T-shape rigid frame bridge constructed with the method of slewing (in Chinese). J Railway Eng Soc, 2006, 9: 41–43
Liu Z R, Cheng M F. Construction of 180m span flat turn reinforced concrete arch bridge with balancing weight (in Chinese). Urban Roads Bridges Flood Control, 2019, 1: 115–117
Zhang Z L. Construction control on bridge swivel of unbalancing weight and high assembly (in Chinese). Dissertation of Masteral Degree. Shijiazhuang: Shijiazhuang Tiedao University, 2015
Tian Z C, Liu X F, Yan D H, et al. Application of optimal computation in swivel construction control of arch bridge adopting hydraulic sync elevation technology (in Chinese). China J Highway Transp, 2008, 21: 74–78
Ministry of Transport of the People’s Republic of China. Technical specification for construction of highway bridge and culvert. JTG/T-F50-2011. Beijing: China Communications Press, 2011
Wang L F, Wang E Q, Sun Y C, et al. Mechanical properties of ten thousand-ton class cable-stayed bridge in rotation construction process (in Chinese). J Traffic Transp Eng, 2015, 15: 52–61
SRIBS, Shanghai Green Building Council. Technical specifications for horizontal swivel construction method of bridge (in Chinese). DG/TJ-08-2200-2016. Shanghai: Tongji University Press, 2017
Ma G W, Wang L, Ju Y. State-of-the-art of 3D printing technology of cementitious material—An emerging technique for construction. Sci China Tech Sci, 2018, 61: 475–495
Luo L J. Accurate calculation method of vertical friction moment of spherical hinge in bridge rotation construction (in Chinese). Railway Eng, 2020, 60: 27–30
Ma X C. Design of auxiliary support system for horizontal swing of asymmetric beam bridge (in Chinese). Eng Technol Res, 2019, 4: 16–18
Liuzhou Taimu Prestressing Force Mchinery Co. Ltd. Spherical hinge device for bridges (in Chinese). 2020 [2020-01-07]. http://www.tumchina.com/product/zhuantiqiujiao/productshow_114.html
Ministry of Transport of the People’s Republic of China. Specifications for design of highway reinforced concrete and prestressed concrete bridges and culverts (in Chinese). JTG 3362-2018. Beijing: China Communications Press, 2018
Harbin Institute of Technology, China Academy of Building Research. Technical specification for concrete-filled steel tubular structures (in Chinese). CECS 28: 2012. Beijing: China Planning Press, 2012
Gan D, Zhou X H, Liu J P, et al. Seismic behavior of thin-walled circular and stiffened square steel tubed-reinforced-concrete columns. Sci China Tech Sci, 2019, 62: 511–520
Zhang D C, Jiang B J. Key hauling and vertical rotating construction techniques for steel pylons of Yingbin Bridge in Taiyuan (in Chinese). World Bridge, 2019, 47: 32–36
Hou X Q, JI Y. Study on synchronization of vertical rotation construction of large span multi-arch rib flexible arch (in Chinese). Build Mater World, 2019, 40: 50–53, 56
Zhang X. Research on construction control of concrete filled steel tubular arch bridge (in Chinese). J Highway Transp Res Develop (Appl Technol) 2017, 13: 167–169
Zhang X. Research on vertical turning construction technology of box rib arch bridge (in Chinese). J Highway Transp Res Develop (Appl Technol), 2015, 11: 230–232
Yang H P, Xu S, Zhu L M, et al. Review of China’s rotation cable-stayed bridge development (in Chinese). Mod Transp Technol, 2017, 14: 34–39
Chen F, Zhang Q F, Wang J Q. Development status and prospects of bridge rotating construction technology in China (in Chinese). Railway Standard Design, 2011, 6: 61–71
Chen B C, Sun C, Chen Y J. Application and development of swing method of bridge construction in China (in Chinese). Highway Transp Technol, 2001, 2: 24–28
Qingdao new airport express viaduct crossing JiaoJi HSR successfully swung (in Chinese). 2019 [2020-01-07]. https://qd.ifeng.com/a/20190720/7624808_0.shtml
Tong J T. Rotating construction technology of Gong’an railway bridge (in Chinese). Transp World (Maintenance & Mechanical), 2012, 5: 240–241
Yu C J, Liu J M, Zhang X, et al. Key technologies of horizontal turning construction of continuous beams on existing passenger lines (in Chinese). Railway Standard Design, 2009, 12: 46–51
Ning W Q, Xu J D. Design and construction of twist bridge in Xingguo Road cross Sujiahang Expressway (in Chinese). Transp Standard, 2013, 1: 73–75
Rotating beam bridge of 5440 tons in Xuyan Railway finished (in Chinese). 2017 [2020-01-07]. https://news.jschina.com.cn/focus/201710/t20171016_1116229.shtml
Successful rotation of the bridge in Xuzhou-Yancheng railway cross Beijing-Shanghai Railway (in Chinese). 2017 [2020-01-07]. https://www.sohu.com/a/202625200_391456
Swing construction finished for Zhengzhou Longhai Road Bridges (in Chinese). 2016 [2020-01-07]. http://henan.sma.com.cn/news/rn/2016-01-22/detail-ifxnuvxh5113662.shtml
Zhengzhou: Two viaducts complete a 90-degree aerial swing in 88 minutes (in Chinese). 2016 [2020-01-07]. https://www.guancha.cn/local/2016_01_23_348966.shtml
Fan W H. Rotation construction control technology for the Hutuo River Mega Bridge (in Chinese). Traffic Eng Technol Nat Defence, 2011, 1: 39–41
Dong G L. Technology for construction of Hutuohe Super Large Bridge on Beijing-Shijiazhuang passenger dedicated line over continuous beam bridge on Beijing-Guangzhou Railway with swing method (in Chinese). Railway Standard Design, 2011, 7: 69–77
Wang Y M. Key construction technologies of deck-type arch bridge of 16800 tons in Shanghai-Hangzhou high-speed railway (in Chinese). Railway Technical Innovation, 2011, 3: 69–71
Qian G F, Chen F. Technical innovation of large-span prestressed concrete bridge in Shanghai-Hangzhou high-speed railway (in Chinese). Railway Standard Design, 2011, 6: 63–66
The Shanghai-Hangzhou high-speed rail swivel arch bridge successfully closed (in Chinese). 2010 [2020-01-07]. https://hznews.hangzhou.com.cn/chengshi/content/2010-08/08/content_3385360.htm
Wang D B, Wang C E, Bao Y G. Construction of the twice vertical rotation of the arch of the Lancang River Bridge in Darui railway (in Chinese). Constr Architect, 2019, 1: 75–76
Chen J Z, Liu X Y. Twice rotating of Lancang River Bridge in Darui Railway (in Chinese). World Bridge, 2016, 44: 96
The Lancang River Bridge, which is 528.1 meters long and uses 14000 tons of steel (in Chinese). 2018 [2020-01-07]. http://baijiahao.baidu.com/s?id=1596986206352787411&wfr=spider&for=pc
Jing H W. Research of controlling technique of non-balanced rotation body for Xixi River Bridge (in Chinese). Railway Eng, 2016, 10: 32–34
Chengdu-Guizhou High-speed Railway Xixi River Bridge sets four records in China (in Chinese). 2017 [2020-01-07]. http://m.xinhuanet.com/2017-08/04/c_1121430979.htm
Wang X G, Zhou J, Yan D G, et al. Design of rotating cable-stayed bridge of Yangsigang Expressway of Wuhan city (in Chinese). Railway Standard Design, 2019, 1: 70–76
Tian Y. The mechanical property analysis of pc trough girder crossing over Tianjin-Shanhaiguan railway (in Chinese). J Railway Eng Soc, 2018, 35: 26–30
Jia B H. Analysis of the rotary structure of the extra-long bridge crossing over Zhengzhou-Xian Railway Line on Zhengzhou-Wanzhou Ddicated Passenger Tie-line (in Chinese). Railway Standard Design, 2017, 5: 65–69
The 256-meter-long curved cable-stayed bridge of Zhengwan Railway successfully turned early this morning (in Chinese). 2018 [2020-01-07]. https://www.henan100.com/news/2018/811368.shtml
Dai G, Su M, Yan B. Case study of twin cable-stayed bridges for highspeed railway in China: Design, analysis and construction. Struct Eng Int, 2014, 24: 396–401
Luo C L. Study and design of (82+154+88) m extradosed cable-stayed bridge on Wuhan-Jiujiang Dedicated Passenger Railway (in Chinese). Railway Standard Design, 2017, 8: 70–74
Liu W C. Construction technology of weighing and balanced weight swivel of swivel bridge over Beijing-Baotou Railway on Xingyan Expressway (in Chinese). Value Eng, 2019, 38: 146–148
Mao S M. Twist construction technique for cable-stayed bridge of Shihuan highway crossing Shijiazhuang-Taiyuan Railway (in Chinese). J Railway Eng Soc, 2009, 1: 58–62
Gong B, Cao Z, Zheng X, et al. Quick weighing test of Changzhou DaMingLu rotary girder crossing Shanghai-Chengdu Expressway (in Chinese). Special Struct, 2019, 36: 68–71
Luo L J. Unbalanced weighing test for Changfeng Avenue Viaduct in Wuhan (in Chinese). World Bridges, 2019, 60: 27–30
Yuan Z, Zhong W. Experimental study on unbalanced heavy weighing of single-box multi-chamber continuous beam bridge (in Chinese). J Shandong Jiaotong University, 2019, 27: 35–42
Zhou Y L, Wu H J, Wang Z B, et al. A study of the joint weighing for the horizontally rotary construction of a large-tonnage cable stayed bridge (in Chinese). Traffic Eng Technol Nat Defence, 2019, 17: 61–64
Zhang C. Construction technology of rotary unbalanced weighing for long-span cable-stayed bridge (in Chinese). Constr Technol, 2019, 48: 41–43
Jing G. Key technology of rotation construction of a deck arch bridge with spans of Hai-Hang large bridge in Hu Hang Passenger Dedicated Line (in Chinese). Transp Sci Technol, 2015, 3: 48–51
Liu Y C. Research on weighing and counterweight technology of turning beam of Yangtze-to-Huaihe Bridge (in Chinese). Value Eng, 2019, 38: 105–108
Dong G. The counterbalanced weighting experimental study of piertop swivel bridge crossing Beijing-Baotou Railway in Zhangjiakou-Huhehaote Railway (in Chinese). Value Eng, 2018, 37: 146–149
Zhang C C. The analysis of the stability of the swivel spherical hinge and the process of the construction (in Chinese). Dissertation of Masteral Degree. Wuhan: Wuhan University of Technology, 2016
Tang X. Research on rotating construction method and key structure of curved continuous rigid frame bridge (in Chinese). Dissertation of Masteral Degree. Chongqing: Chongqing Jiaotong University, 2018
Lu J H. Study on swivel construction control and stability for large tonnage continuous rigid frame bridge (in Chinese). Dissertation of Masteral Degree. Lanzhou: Lanzhou Jiaotong University, 2016
Author information
Authors and Affiliations
Corresponding author
Additional information
The work was supported by the National Natural Science Foundation of China (Grant No. 51808056), Hunan Provincial Natural Science Foundation of China (Grant No. 2020JJ5583), the Research Project of Hunan Provincial Department of Education (Grant No. 19B012), and the China Scholarship Council (Grant No. 201808430232). The authors sincerely appreciate the kind and valuable comments and suggestions from the editors and anonymous reviewers.
Rights and permissions
About this article
Cite this article
Su, M., Wang, J., Peng, H. et al. State-of-the-art review of the development and application of bridge rotation construction methods in China. Sci. China Technol. Sci. 64, 1137–1152 (2021). https://doi.org/10.1007/s11431-020-1704-1
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11431-020-1704-1