Proceedings of the 2025 International Conference on Engineering Management and Safety Engineering (EMSE 2025)

Analysis of the Structural Impact of the Number of Steel Supports on the Span of the Entrance Ring Frame Beams

Authors
Xuhong Zhu1, Wei Bai2, Wenhua Zhao2, *, Zize Li3, Shouguan He2, Xiaoyong Yuan4
1PowerChina Southern Investment Co., Ltd., Shenzhen, China
2China Seventh Bureau of water conservancy and Hydropower Engineering, Shenzhen, China
3Key Laboratory for Urban Underground Engineering of Ministry of Education, Beijing Jiaotong University, Beijing, China
4Beijing Tiecheng Engineering Consulting Co., Ltd., Beijing, China
*Corresponding author. Email: 694638075@qq.com
Corresponding Author
Wenhua Zhao
Available Online 3 July 2025.
DOI
10.2991/978-94-6463-780-9_15How to use a DOI?
Keywords
assembly station; ring-frame beam; gateway; Temporary steel support; finite element simulation
Abstract

With the acceleration of urbanization, urban subway, light rail and other underground transportation projects are in urgent need of expansion and new stations, the demand for rapid construction, cost reduction and quality improvement is gradually increasing, the assembly building just to meet this demand, can quickly build new stations, to meet the needs of the rapid growth of urban transportation. This paper takes Shenzhen Metro Line 13 station as the engineering background to explore a more reasonable temporary steel support arrangement, through MIDAS simulation of the soil layer as well as the overburden of the station after the application of temporary support and structural self-weight load conditions and boundary conditions, for different assembled station entrances and exits of the ring-frame girder and temporary steel support, to analyze different working conditions corresponding to the force mode and displacement mode, and to arrive at the reasonable number of temporary steel supports and temporary steel supports corresponding to the ring-frame girder, as well as the number of ring-frame girder and temporary steel support corresponding to the assembled station. The number of temporary steel supports and the length of ring frame girders for different ring frame girders are analyzed to get the reasonable recommendations for different ring frame girders.

Copyright
© 2025 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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Volume Title
Proceedings of the 2025 International Conference on Engineering Management and Safety Engineering (EMSE 2025)
Series
Advances in Engineering Research
Publication Date
3 July 2025
ISBN
978-94-6463-780-9
ISSN
2352-5401
DOI
10.2991/978-94-6463-780-9_15How to use a DOI?
Copyright
© 2025 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Cite this article

TY  - CONF
AU  - Xuhong Zhu
AU  - Wei Bai
AU  - Wenhua Zhao
AU  - Zize Li
AU  - Shouguan He
AU  - Xiaoyong Yuan
PY  - 2025
DA  - 2025/07/03
TI  - Analysis of the Structural Impact of the Number of Steel Supports on the Span of the Entrance Ring Frame Beams
BT  - Proceedings of the 2025 International Conference on Engineering Management and Safety Engineering (EMSE 2025)
PB  - Atlantis Press
SP  - 144
EP  - 166
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-780-9_15
DO  - 10.2991/978-94-6463-780-9_15
ID  - Zhu2025
ER  -