Shed cable collaborative anchor protection method and device for asymmetric deformation control of dynamic pressure semi-coal rock roadway
The invention provides a shed and cable collaborative anchor protection method and device for asymmetric deformation control of a dynamic pressure semi-coal rock roadway. The shed and cable collaborative anchor protection method comprises the following steps that S101, a U-shaped shed is built in th...
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Main Authors | , , , , , , , |
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Format | Patent |
Language | Chinese English |
Published |
13.05.2022
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Online Access | Get full text |
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Abstract | The invention provides a shed and cable collaborative anchor protection method and device for asymmetric deformation control of a dynamic pressure semi-coal rock roadway. The shed and cable collaborative anchor protection method comprises the following steps that S101, a U-shaped shed is built in the formed semi-coal rock roadway through limiting clamping cables; s102, after the U-shaped shed is built, mixed concrete is used for conducting guniting and filling on the half coal rock roadway supported by the U-shaped shed through a slurry pump to form a behind-wall filling body, the U-shaped shed and the half coal rock roadway are fixedly connected through the formed behind-wall filling body, and then the coal rock interface position is positioned and marked on the half coal rock roadway subjected to guniting; s103, the marked coal and rock boundary position of the half coal and rock roadway is drilled; and S104, a layer-penetrating pre-stressed anchor cable penetrates into the drill hole in the coal-rock bound |
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AbstractList | The invention provides a shed and cable collaborative anchor protection method and device for asymmetric deformation control of a dynamic pressure semi-coal rock roadway. The shed and cable collaborative anchor protection method comprises the following steps that S101, a U-shaped shed is built in the formed semi-coal rock roadway through limiting clamping cables; s102, after the U-shaped shed is built, mixed concrete is used for conducting guniting and filling on the half coal rock roadway supported by the U-shaped shed through a slurry pump to form a behind-wall filling body, the U-shaped shed and the half coal rock roadway are fixedly connected through the formed behind-wall filling body, and then the coal rock interface position is positioned and marked on the half coal rock roadway subjected to guniting; s103, the marked coal and rock boundary position of the half coal and rock roadway is drilled; and S104, a layer-penetrating pre-stressed anchor cable penetrates into the drill hole in the coal-rock bound |
Author | LIU PENGZE KANG XIANGTAO GAO LIN WU GUIYI ZHANG PANDONG KONG DEZHONG YAN LING MA ZHENQIAN |
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DocumentTitleAlternate | 一种动压半煤岩巷道非对称变形控制的棚索协同锚护方法及装置 |
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Snippet | The invention provides a shed and cable collaborative anchor protection method and device for asymmetric deformation control of a dynamic pressure semi-coal... |
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SubjectTerms | EARTH DRILLING FIXED CONSTRUCTIONS GALLERIES LARGE UNDERGROUND CHAMBERS MINING SHAFTS TUNNELS |
Title | Shed cable collaborative anchor protection method and device for asymmetric deformation control of dynamic pressure semi-coal rock roadway |
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