ISSN 2096-4498

   CN 44-1745/U

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Structural Design and Bending Performance Analysis of a Novel Fast Assembling G Joint for Shield Tunnel Segments

  • SONG Xiaoli ,
  • SHI Linken ,
  • WEI Yingjie ,
  • MU Xiaokai ,
  • GUO Zhenggang ,
  • SUN Wei
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  • (1. School of Mechanical Engineering, Dalian University of Technology, Dalian 116023, Liaoning, China; 2. China Railway 14th Bureau Group Co., Ltd., Jinan 250000, Shandong, China)

Online published: 2025-01-20

Abstract

The traditional segment joint of shield tunnels has several drawbacks, such as low assembly efficiency and poor bending performance. To address these issues, a structural design and bending performance analysis of a novel G joint is conducted. First, a novel fast assembling G joint design is proposed by combining the part design method with the traditional C-T joint structure. Based on this design proposal, a G joint is developed, and its mechanical characteristics are analyzed under actual working conditions. Following this, the structural design of the G joint is further optimized, focusing on its tensile properties. This process led to the creation of a fast-splicing head satisfying the requirements for fast splicing and strong mechanical performance. Finally, three segment joint models are established, considering their structural and material attributes. The bending stiffness of the inclined bolt joint, C-T joint, and the G joint is analyzed based on real-world conditions. Their deformation and bending moment angles are compared. The results reveal that the bending stiffness of the novel G joint is 289% higher than that of the inclined bolt joint and 161% higher than the C-T joint.

Cite this article

SONG Xiaoli , SHI Linken , WEI Yingjie , MU Xiaokai , GUO Zhenggang , SUN Wei .

Structural Design and Bending Performance Analysis of a Novel Fast Assembling G Joint for Shield Tunnel Segments

[J]. Tunnel Construction, 2025 , 45(1) : 199 -208 . DOI: 10.3973/j.issn.2096-4498.2025.01.017

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