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Mining and remaining integration exploitation entry-along-goaf roof constant-resistance anchor beam support method

A roadway roof and anchor body technology, applied in ground mining, mining equipment, earthwork drilling and mining, etc., can solve problems such as low production efficiency, mining cost, waste of resources, and safety

Active Publication Date: 2018-02-23
CHINA NAT COAL GROUP CORP +2
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

In order to solve this problem, traditional longwall mining adopts the method of leaving coal pillars between the transportation roadway in the lower section and the air return roadway in the upper section to maintain the stability of the roof of the transportation roadway in the lower section. The working face of the lower section is separated from the goaf of the working face of the upper section. This coal mining method of maintaining the roof of the roadway along the goaf by retaining coal pillars has caused the disadvantages of mining technology such as excavation before mining and separation of excavation in coal mining. , which further lead to high production costs, low production efficiency and waste of resources, and the impact dynamic disaster accidents occur due to the concentration of stress in the surrounding rock of the gob-side roadway
This kind of mining method has been applied in more than 80% of the state-owned large and medium-sized coal mines in my country, which has caused problems in safety, mining costs and waste of resources in the current coal industry in my country, which has restricted the development of my country's coal industry and does not meet the needs of my country's energy development and transformation in the new era

Method used

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  • Mining and remaining integration exploitation entry-along-goaf roof constant-resistance anchor beam support method
  • Mining and remaining integration exploitation entry-along-goaf roof constant-resistance anchor beam support method
  • Mining and remaining integration exploitation entry-along-goaf roof constant-resistance anchor beam support method

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Embodiment

[0032] The research has been successfully tested in the 30104 working face of Nanliang Mine, a subsidiary of China Coal Group. The design production capacity of this mine is 1.20Mt / a, and the geological structure of the mine field is simple and stable. The main coal seams are 2-2 and 3-1 coal seams. Second level 3-1 coal mineable area is about 22.44km2, coal thickness is 1.47~2.88m, average coal thickness is 2.06m, which is recoverable for nearly horizontal whole minefield. The average buried depth is 117.45m, the industrial reserves are 79.09Mt, and the recoverable reserves are 54.42Mt. The 301 panel is located on the east and west wings of 3-1 Coal Central Avenue, and it is a double-wing panel. The first mining working face (30102 working face) is located in the southeast of the 301 panel, arranged in the east-west direction and advancing towards the roadway. The length of the working face is 300m, the average thickness of the coal seam is 2.4m, and the advancing length of ...

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PUM

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Abstract

The invention discloses a mining and remaining integration exploitation entry-along-goaf roof constant-resistance anchor beam support method which comprises the following steps: (1) delimiting a mining and remaining exploitation region, tunneling the mining and remaining region to form a mining and remaining region boundary guide roadway and an exploitation working face which are perpendicularly arranged, and carrying out deep hole presplitting in an exploitation direction to form a roof-cut presplit crushed zone; (2) mounting a working face hydraulic bracket, a coal cutter, a conveyor and a kerf-beside-roadway hydraulic bracket on the exploitation working face; (3) cutting an entry-along-goaf by using the coal cutter, and conveying coal bodies through the telescopic scraper blade conveyer; (4) supporting the entry-along-goaf by using an end socket hydraulic bracket and a beside-roadway roof-cut hydraulic bracket, reinforcing an immediate roof by using a constant-resistance anchor cable, and tightly hanging the immediate roof to a main roof; (5) with exploitation, enabling the immediate roof of a goaf to slide off along the roof-cut presplit crushed zone to enable a resistance anchor beam with high constant resistance to be located in a stope side distressed zone and anchored on the main roof; (6) after the entry-along-goaf is stabilized, removing the end socket hydraulic bracket and the beside-roadway roof-cut hydraulic bracket in the entry-along-goaf.

Description

technical field [0001] The invention relates to a constant-resistance anchor beam support method for the roof of gob-side roadway in integrated mining and retention mining. The edge of the gob is reinforced with the roof of the gob-side roadway cut by a coal cutter. Background technique [0002] For a long time, my country's coal production has been dominated by longwall mining, that is, the mining area is divided into several sections, and each section is first dug up and down along the tunnel as a ventilation and transportation roadway. After the mining of the upper section is completed, the lower section is transported. The roadway is located at the edge of the goaf after mining in the upper section of the working face. Due to the side support pressure of the stope and the repeated disturbance of the mining dynamic pressure, the roof pressure of the transportation roadway in the lower section is high, and the surrounding rock deformation of the roadway is large. In order ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21C41/18E21D20/00E21D15/44
CPCE21C41/18E21D15/44E21D20/00
Inventor 祁和刚蔡峰宫守才郑忠友朱磊杨晓科刘成勇李学强刘文涛
Owner CHINA NAT COAL GROUP CORP
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