Comparison and Selection of Steel Truss Girder Erection Schemes for Guanting Extra-large Bridge of Beijing-Zhangzhou High Speed Railway

Yang Qi Hai; Cai Deng Shan

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Comparison and Selection of Steel Truss Girder Erection Schemes for Guanting Extra-large Bridge of Beijing-Zhangzhou High Speed Railway

Yang Qi Hai, Cai Deng Shan

Published in Asia-Pacific Journal of Civil Engineering and Architecture (Volume 1, Issue 2)

Received: 29 August 2019 Accepted: 17 October 2019 Published: 29 October 2019

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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.

Published in	Asia-Pacific Journal of Civil Engineering and Architecture (Volume 1, Issue 2)
Page(s)	15-20
Creative Commons	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.
Copyright	Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

High Speed Rail, Guanting Bridge, Steel Beams, Establishment Programme, Competition

References

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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.

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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.

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AMA 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.

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@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}
}

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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  -

Copy | Download

Author Information

Yang Qi Hai

China Railway Bridge Bureau Group Co., Wuhan, China
Cai Deng Shan

China Railway Bridge Bureau Group Co., Wuhan, China

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Plain Text BibTeX RIS

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.

Copy | Download

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.

Copy | Download

AMA 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.

Copy | Download

@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}
}

Copy | Download

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  -

Copy | Download