Collaborative optimization of driving support technology in the W3233 working face return airway

Deep-shaft mining in roadway stress concentration, difficult control of the surrounding rock, and mining imbalance affect mining efficiency in coal mines. The mechanical parameters and crack development law of roadway surrounding rock were studied by laboratory experiments. The mechanical model was...

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Main Authors: Ziyi Yang, Yingfu Li, Peng Kong, Zhigang Zhu, Zulin Wang, Guowei Wang
Format: Article
Language:English
Published: SAGE Publishing 2024-03-01
Series:Energy Exploration & Exploitation
Online Access:https://doi.org/10.1177/01445987231202620
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author Ziyi Yang
Yingfu Li
Peng Kong
Zhigang Zhu
Zulin Wang
Guowei Wang
author_facet Ziyi Yang
Yingfu Li
Peng Kong
Zhigang Zhu
Zulin Wang
Guowei Wang
author_sort Ziyi Yang
collection DOAJ
description Deep-shaft mining in roadway stress concentration, difficult control of the surrounding rock, and mining imbalance affect mining efficiency in coal mines. The mechanical parameters and crack development law of roadway surrounding rock were studied by laboratory experiments. The mechanical model was established by the method of theoretical analysis, the maximum empty roof distance was deduced, and two support schemes were designed. Through the numerical simulation method, the support scheme was compared and analyzed, the deformation rule of roadway surrounding rock, the optimization of roadway support parameters and the application of hysteresis technology are studied. The effect of different support schemes was verified by three-dimensional similar simulation experiments. The practical engineering verification showed that the construction time of each support circle was reduced by approximately 1 h, and the work was completed 60 days earlier. The research showed that the optimal support scheme was support scheme 1 (7 bolts with 800 mm × 1000 mm spacing between the roof, 10 bolts with 800 mm × 1000 mm spacing between the two sides, and 2 × 1 × 2 cables with 1600 mm × 2000 mm spacing between the roof). Support scheme 1 was applied to the engineering site to control the deformation of surrounding rock at 80 mm, and the deformation was less than the original support scheme. The construction was completed in advance under the hysteresis process, and the support efficiency and operation safety were improved. The results revealed the mechanism of surrounding rock control and proved the effectiveness of digging support synergy. This optimization plan serves as a reference for studying roadway support in rapid excavation and provides theoretical support for safe and efficient coal roadway mining.
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spelling doaj.art-8928038a1a0146838692709fcc97f7f42024-03-22T17:03:40ZengSAGE PublishingEnergy Exploration & Exploitation0144-59872048-40542024-03-014210.1177/01445987231202620Collaborative optimization of driving support technology in the W3233 working face return airwayZiyi YangYingfu LiPeng KongZhigang ZhuZulin WangGuowei WangDeep-shaft mining in roadway stress concentration, difficult control of the surrounding rock, and mining imbalance affect mining efficiency in coal mines. The mechanical parameters and crack development law of roadway surrounding rock were studied by laboratory experiments. The mechanical model was established by the method of theoretical analysis, the maximum empty roof distance was deduced, and two support schemes were designed. Through the numerical simulation method, the support scheme was compared and analyzed, the deformation rule of roadway surrounding rock, the optimization of roadway support parameters and the application of hysteresis technology are studied. The effect of different support schemes was verified by three-dimensional similar simulation experiments. The practical engineering verification showed that the construction time of each support circle was reduced by approximately 1 h, and the work was completed 60 days earlier. The research showed that the optimal support scheme was support scheme 1 (7 bolts with 800 mm × 1000 mm spacing between the roof, 10 bolts with 800 mm × 1000 mm spacing between the two sides, and 2 × 1 × 2 cables with 1600 mm × 2000 mm spacing between the roof). Support scheme 1 was applied to the engineering site to control the deformation of surrounding rock at 80 mm, and the deformation was less than the original support scheme. The construction was completed in advance under the hysteresis process, and the support efficiency and operation safety were improved. The results revealed the mechanism of surrounding rock control and proved the effectiveness of digging support synergy. This optimization plan serves as a reference for studying roadway support in rapid excavation and provides theoretical support for safe and efficient coal roadway mining.https://doi.org/10.1177/01445987231202620
spellingShingle Ziyi Yang
Yingfu Li
Peng Kong
Zhigang Zhu
Zulin Wang
Guowei Wang
Collaborative optimization of driving support technology in the W3233 working face return airway
Energy Exploration & Exploitation
title Collaborative optimization of driving support technology in the W3233 working face return airway
title_full Collaborative optimization of driving support technology in the W3233 working face return airway
title_fullStr Collaborative optimization of driving support technology in the W3233 working face return airway
title_full_unstemmed Collaborative optimization of driving support technology in the W3233 working face return airway
title_short Collaborative optimization of driving support technology in the W3233 working face return airway
title_sort collaborative optimization of driving support technology in the w3233 working face return airway
url https://doi.org/10.1177/01445987231202620
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AT pengkong collaborativeoptimizationofdrivingsupporttechnologyinthew3233workingfacereturnairway
AT zhigangzhu collaborativeoptimizationofdrivingsupporttechnologyinthew3233workingfacereturnairway
AT zulinwang collaborativeoptimizationofdrivingsupporttechnologyinthew3233workingfacereturnairway
AT guoweiwang collaborativeoptimizationofdrivingsupporttechnologyinthew3233workingfacereturnairway