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Optimization Design of Support Parameters and Layout of Bebar Bolt in Inclined Shaft
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Jiangfei DUAN1, Chaojie DU1, Hao WEN1, Haocheng LI2, Yuyu YANG2, Peng LI1, Xin YANG2
Mining Research and Development | 2025, 45(3) : 156 - 163
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Mining Research and Development | 2025, 45(3): 156-163
Optimization Design of Support Parameters and Layout of Bebar Bolt in Inclined Shaft
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Jiangfei DUAN1, Chaojie DU1, Hao WEN1, Haocheng LI2, Yuyu YANG2, Peng LI1, Xin YANG2
Affiliations
  • 1.Shaanxi Yongxin Mining Co., Ltd., Yulin, Shaanxi 719407, China
  • 2.Weinan Shaanxi Coal Qichen Technology Co., Ltd., Weinan, Shaanxi 714000, China
Published: 2025-03-25
Outline
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To effectively ensure the long-term stability of the extension section of the auxiliary inclined shaft in a mine of northern Shaanxi, ABAQUS software was used to analyze the influence of parameters such as thread spacing, anchorage length and borehole diameter on the bearing performance of the bolt, and reasonable anchorage parameters were selected. FLAC3D software was used to simulate the bolt support schemes of three kinds of spacing, and the optimal bolt spacing was determined by the displacement and plastic zone distribution. On this basis, field tests and surrounding rock deformation monitoring were carried out. The results show that the maximum tensile force of the bolt under 10 mm thread spacing is only 7.9 kN different from that under 8 mm thread spacing. Considering the production cost, the thread spacing of the bolt is determined to be 10 mm. The maximum anchorage force of the bolt increases with the increase of the anchorage length and the borehole diameter. After exceeding the critical value, the anchorage length and the borehole diameter have little effect on the anchorage force. Finally, the reasonable anchorage length is 800 mm and the borehole diameter is 28 mm. The control effect of surrounding rock with bolt support spacing of 1 200 mm and 1 000 mm is not much different. In order to improve the construction efficiency, the bolt spacing is determined to be 1 200 mm. The field practice shows that after using the optimized anchorage and support parameters, the average anchorage force of the bolt is greater than 150 kN, and the surface deformation of the surrounding rock is less than 25 mm, which can ensure the stability of the roadway and verify the rationality of the anchorage and support parameters.

Bolt support  /  Anchorage parameter  /  Anchorage force  /  Layout  /  Numerical simulation
段江飞, 杜超杰, 温浩, 李昊城, 杨玉玉, 李鹏, 杨鑫. 斜井螺纹钢锚杆支护参数及布置方式的优化设计. 矿业研究与开发, 2025 , 45 (3) : 156 -163 .
Jiangfei DUAN, Chaojie DU, Hao WEN, Haocheng LI, Yuyu YANG, Peng LI, Xin YANG. Optimization Design of Support Parameters and Layout of Bebar Bolt in Inclined Shaft[J]. Mining Research and Development, 2025 , 45 (3) : 156 -163 .
Year 2025 volume 45 Issue 3
50
23
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  • Receive Date:2024-04-03
  • Online Date:2026-10-29
  • Published:2025-03-25
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  • Received:2024-04-03
Affiliations
    1.Shaanxi Yongxin Mining Co., Ltd., Yulin, Shaanxi 719407, China
    2.Weinan Shaanxi Coal Qichen Technology Co., Ltd., Weinan, Shaanxi 714000, China
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表12种不同金属材料的力学参数
科
Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)
属
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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