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Advanced Roof Control Reinforcement and Controlled Blasting Technology for Deep Broken Soft Rock Roadway
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Yu WANG1, 2, Xi-liang ZHANG1, 2, 3, Long-fu LI1, 3, Deng-cai YIN4, Zheng-rong CUI1, 2, 3, Xiao-bing WANG1, 3, Ke JIN1, 3
Blasting | 2024, 41(3) : 75 - 84
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Blasting | 2024, 41(3): 75-84
BLASTING IN ORE AND ROCK
Advanced Roof Control Reinforcement and Controlled Blasting Technology for Deep Broken Soft Rock Roadway
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Yu WANG1, 2, Xi-liang ZHANG1, 2, 3, Long-fu LI1, 3, Deng-cai YIN4, Zheng-rong CUI1, 2, 3, Xiao-bing WANG1, 3, Ke JIN1, 3
Affiliations
  • 1.State Key Laboratory of Safety and Health for Metal Mines, Maanshan 243000, China
  • 2.Maanshan Institute of Mining Research Blasting Engineering Co., Ltd., Manshan 243000, China
  • 3.Sinosteel Maanshan General Institute of Mining Research Co., Ltd., Maanshan 243000, China
  • 4.Gushan Mining Co,. Ltd., Anhui Masteel Mining Resources Group, Maanshan 243111, China
Published: 2024-09-01 doi: 10.3963/j.issn.1001-487X.2024.03.010
Outline
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With the gradual increase of mining depth, the engineering geological conditions of deep broken surrounding rock mass become complex and changeable, greatly affecting underground projects' construction process and subsequent use period's safety. In order to ensure the safety and quality of deep broken soft rock roadway during the construction process, advanced roof control reinforcement and controlled blasting technology for soft rock roadway were put forward. In view of the characteristics of highly developed fissures and poor stability of rock mass at the No. 6 intersection of-550 m level in Zhongjiu iron mine, it was proposed to adopt advanced roof control measures to strengthen the surrounding rock mass of the roof and improve the bearing capacity of deep-buried broken soft rock roadway. In order to facilitate the excavation construction, 17 excavation areas were divided along the northeast side of the No. 6 intersection, and a four-step method was used for segmented construction. To realize the hole-by-hole shot and reduce the influence of blasting vibration, the detonation interval between two adjacent digital electronic detonators was randomly set to 3~5 ms. According to the overall lithology of different excavation areas, the support methods (pipe shed support, W-shaped steel belt, anchor cable support, etc.) were optimized to ensure the safety of the subsequent use of the No. 6 intersection. The test results show that the advanced roof control reinforcement and controlled partition blasting technology can reduce the roof deflection and subsidence of broken soft rock roadway, which ensures the forming effect of the No. 6 intersection section and reduces the cost of support and shotcrete by 8.7%.

fractured soft rock  /  bench construction method  /  support pattern  /  digital electronic detonator
Yu WANG, Xi-liang ZHANG, Long-fu LI, Deng-cai YIN, Zheng-rong CUI, Xiao-bing WANG, Ke JIN. Advanced Roof Control Reinforcement and Controlled Blasting Technology for Deep Broken Soft Rock Roadway[J]. Blasting, 2024 , 41 (3) : 75 -84 . DOI: 10.3963/j.issn.1001-487X.2024.03.010
  • “14th Five-Year” National Key R&D Program-Large parameter efficient continuous mining technology for deep thick and large ore body(*2022YFC2904101)
Year 2024 volume 41 Issue 3
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Article Info
doi: 10.3963/j.issn.1001-487X.2024.03.010
  • Receive Date:2024-02-18
  • Online Date:2026-03-20
  • Published:2024-09-01
Article Data
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History
  • Received:2024-02-18
Funding
“14th Five-Year” National Key R&D Program-Large parameter efficient continuous mining technology for deep thick and large ore body(*2022YFC2904101)
Affiliations
    1.State Key Laboratory of Safety and Health for Metal Mines, Maanshan 243000, China
    2.Maanshan Institute of Mining Research Blasting Engineering Co., Ltd., Manshan 243000, China
    3.Sinosteel Maanshan General Institute of Mining Research Co., Ltd., Maanshan 243000, China
    4.Gushan Mining Co,. Ltd., Anhui Masteel Mining Resources Group, Maanshan 243111, China

Corresponding:

ZHANG Xi-liang (1981-), male, Ph. D, senior engineer, mainly engaged in mining and blasting technology research, (E-mail) .
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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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