Chapter
Jun 29, 2020
13th Asia Pacific Transportation Development Conference

Study on Incremental Launching Construction Technology of Long-Span Continuous Steel Truss Bridge

Publication: Resilience and Sustainable Transportation Systems

ABSTRACT

With the advantage of no-effect to shipping, shorter construction time, and lower cost, the incremental launching construction method without supporting piers is widely used in the construction of steel and prestressed concrete bridges. At home and aboard, the cases of incremental launching construction that long-span bridges whose cantilever length exceeds 160 m is rare, and the feasibility research on incremental launching construction method in long-span bridges is insufficient. With the example of a long-span bridge, whose main span is 180 m, the feasibility of the incremental launching construction method without supporting piers is analysed by finite element method in this paper. The results show that, and the strength and stability of bridge will both meet requirements when the length of launching nose is 100 m or 120 m. So, the method of incremental launching construction is feasible.

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REFERENCES

Ju, Y. (2011), “Construction technology of large span steel truss bridge.” Construction & Design for Project, (7): 171-174.
Liu, G. (2014), “Design of fully welded large span continuous steel truss bridge over railway.” Railway Construction Technology, (1),:4-6.
Ministry of Railways, (2000), Code for design on steel structure of railway bridge, TB10002.2-99; Beijing: China Railway Publishing House: 7-9.
Ministry of Railways. (2005), Fundamental code for design on railway bridge and culvert, TB10002.1-2005. Beijing: China Railway Publishing House: 27-29.
Wang, W., Lin, J., and Ma, W. (2007), “Optimum analysis of launching nose during incremental launching construction of bridge.” Engineering Mechanics, 24(2): 132-138.
Wang, D., and Feng, Y. (2010), “dragging design and construction of steel beams in main part of yellow river railway-rood bridge in Zhengzhou.” Railway Standard Design, 05(5), 72- 76.
Xue, X. (2012), “The Fast Construction Techniques for Cantilever-Erecting Continuous Steel Truss Beams.” Traffic Engineering and Technology for National Defense, 05(4), 47~50.

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Published In

Go to Resilience and Sustainable Transportation Systems
Resilience and Sustainable Transportation Systems
Pages: 63 - 70
Editors: Fengxiang Qiao, Ph.D., Texas Southern University, Yong Bai, Ph.D., Marquette University, Pei-Sung Lin, Ph.D., University of South Florida, Steven I Jy Chien, Ph.D., New Jersey Institute of Technology, Yongping Zhang, Ph.D., California State Polytechnic University, and Lin Zhu, Ph.D., Shanghai University of Engineering Science
ISBN (Online): 978-0-7844-8290-2

History

Published online: Jun 29, 2020

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Authors

Affiliations

Jin-Xin Hao [email protected]
China Railway Sixth Group Co., Ltd., Beijing, China. E-mail: [email protected]
Yu-Min Song [email protected]
Urban Railway Transportation, Shanghai Univ. of Engineering Science, Shanghai, China. E-mail: [email protected]
Tai-Yuan Zhang [email protected]
Urban Railway Transportation, Shanghai Univ. of Engineering Science, Shanghai, China. E-mail: [email protected]

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