The main bridge of Guanting Bridge on Beijing-Zhangzhou High Speed Railway, The design adopts 8-hole 110m arch deformed high simply supported steel truss beam, According to the characteristics and reality of the project, This paper mainly studies the selection of jacking construction scheme from numerous erection and installation schemes of simply supported steel truss beams; Emphasis is placed on the comparison and optimization of the two pushing schemes, Finally, the implementation scheme of unilateral multi-point push-up is determined; The main construction steps and key points are also introduced, It is worthy of reference and reference for similar projects in the future.
Published in | Asia-Pacific Journal of Civil Engineering and Architecture (Volume 1, Issue 2) |
Page(s) | 15-20 |
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This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited. |
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Copyright © The Author(s), 2019. Published by Science Publishing Group |
High Speed Rail, Guanting Bridge, Steel Beams, Establishment Programme, Competition
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APA Style
Yang Qi Hai, Cai Deng Shan. (2019). Comparison and Selection of Steel Truss Girder Erection Schemes for Guanting Extra-large Bridge of Beijing-Zhangzhou High Speed Railway. Asia-Pacific Journal of Civil Engineering and Architecture, 1(2), 15-20.
ACS Style
Yang Qi Hai; Cai Deng Shan. Comparison and Selection of Steel Truss Girder Erection Schemes for Guanting Extra-large Bridge of Beijing-Zhangzhou High Speed Railway. Asia-Pac. J. Civ. Eng. Archit. 2019, 1(2), 15-20.
@article{10042736, author = {Yang Qi Hai and Cai Deng Shan}, title = {Comparison and Selection of Steel Truss Girder Erection Schemes for Guanting Extra-large Bridge of Beijing-Zhangzhou High Speed Railway}, journal = {Asia-Pacific Journal of Civil Engineering and Architecture}, volume = {1}, number = {2}, pages = {15-20}, url = {https://www.sciencepublishinggroup.com/article/10042736}, abstract = {The main bridge of Guanting Bridge on Beijing-Zhangzhou High Speed Railway, The design adopts 8-hole 110m arch deformed high simply supported steel truss beam, According to the characteristics and reality of the project, This paper mainly studies the selection of jacking construction scheme from numerous erection and installation schemes of simply supported steel truss beams; Emphasis is placed on the comparison and optimization of the two pushing schemes, Finally, the implementation scheme of unilateral multi-point push-up is determined; The main construction steps and key points are also introduced, It is worthy of reference and reference for similar projects in the future.}, year = {2019} }
TY - JOUR T1 - Comparison and Selection of Steel Truss Girder Erection Schemes for Guanting Extra-large Bridge of Beijing-Zhangzhou High Speed Railway AU - Yang Qi Hai AU - Cai Deng Shan Y1 - 2019/10/29 PY - 2019 T2 - Asia-Pacific Journal of Civil Engineering and Architecture JF - Asia-Pacific Journal of Civil Engineering and Architecture JO - Asia-Pacific Journal of Civil Engineering and Architecture SP - 15 EP - 20 PB - Science Publishing Group UR - http://www.sciencepg.com/article/10042736 AB - The main bridge of Guanting Bridge on Beijing-Zhangzhou High Speed Railway, The design adopts 8-hole 110m arch deformed high simply supported steel truss beam, According to the characteristics and reality of the project, This paper mainly studies the selection of jacking construction scheme from numerous erection and installation schemes of simply supported steel truss beams; Emphasis is placed on the comparison and optimization of the two pushing schemes, Finally, the implementation scheme of unilateral multi-point push-up is determined; The main construction steps and key points are also introduced, It is worthy of reference and reference for similar projects in the future. VL - 1 IS - 2 ER -