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Mechanical Performance of Steel Fiber Reinforced Concrete Segment with Oblique Bolt Joints
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Weiwei YANG1, Yonggang JIA2, Fan WU2, Weidong LU2, Hongzhi CUI3, Xiangsheng CHEN3
Urban Rapid Rail Transit | 2024, 37(6) : 115 - 122
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Urban Rapid Rail Transit | 2024, 37(6): 115-122
Civil Engineering Technology
Mechanical Performance of Steel Fiber Reinforced Concrete Segment with Oblique Bolt Joints
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Weiwei YANG1, Yonggang JIA2, Fan WU2, Weidong LU2, Hongzhi CUI3, Xiangsheng CHEN3
Affiliations
  • 1 The Shenzhen Metro Group Co., Ltd. Shenzhen Guangdong 518000
  • 2 Beijing Urban Construction Design and Development Group Co., Ltd. Beijing 100037
  • 3 Civil and Transportation Engineering Shenzhen University Shenzhen Guangdong 518060
doi: 10.3969/j.issn.1672-6073.2024.06.016
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This study explores the applicability of oblique bolt joints in smalldiameter shield tunnel beam melting (TBM) tunnels, clarifying their mechanical properties and damage mechanisms. A segment structure with an external diameter of 6.2 m and a thickness of 350 mm was utilized as a prototype for conducting bending performance tests on steel fiber concrete segments with oblique bolted joints under four different horizontal axial force conditions. The analysis focused on the deformation characteristics and flexural performance of the segment joints across varying axial force levels, as well as the failure processes and mechanical properties under failure conditions. The results showed that the higher the axial force on the segment joints, the higher the joint stiffness, requiring larger bending moments to open the joint. In other words, the joint axial force can be actively increased by increasing the bolt preload or by applying annular prestressing to improve the joint stiffness. Compression of the sealing gasket under joint axial force results in stress concentrations within the sealing groove. Therefore, selecting an appropriate sealing gasket or optimizing the sealing groove structure is essential in the design process. The study also found that enhancing the compressive strength of the top concrete and reducing the insertion angle of the oblique bolt significantly improve joint bearing capacity. These findings provide valuable guidance for the design of segment joints.

urban rail transit  /  shield TBM  /  segment joints  /  steel fiber concrete  /  bending performance tests  /  oblique bolt  /  mechanical properties
Weiwei YANG, Yonggang JIA, Fan WU, Weidong LU, Hongzhi CUI, Xiangsheng CHEN. Mechanical Performance of Steel Fiber Reinforced Concrete Segment with Oblique Bolt Joints[J]. Urban Rapid Rail Transit, 2024 , 37 (6) : 115 -122 . DOI: 10.3969/j.issn.1672-6073.2024.06.016
Year 2024 volume 37 Issue 6
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Article Info
doi: 10.3969/j.issn.1672-6073.2024.06.016
  • Receive Date:2024-05-30
  • Online Date:2025-07-09
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  • Received:2024-05-30
  • Revised:2024-08-30
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Affiliations
    1 The Shenzhen Metro Group Co., Ltd. Shenzhen Guangdong 518000
    2 Beijing Urban Construction Design and Development Group Co., Ltd. Beijing 100037
    3 Civil and Transportation Engineering Shenzhen University Shenzhen Guangdong 518060
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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