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Device and method for controlling roof subsidence of goaf with beam-column composite structure

A combined structure and roof sinking technology, which is applied in mining equipment, earthwork drilling, bolt installation, etc., can solve the problems of unsatisfactory roof control effect, large suspended roof area, and large amount of space, and achieve beam-column type The combined structure is stable and reliable, the system is easy to install, and the production efficiency is high.

Active Publication Date: 2017-12-08
TAIYUAN UNIV OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The full-mining and full-filling coal mining technology has achieved a good control effect on surface subsidence and environmental damage, but there are also major deficiencies: First, because full-mining and full-filling requires a relatively large amount of filling space, the contradiction between the supply of filling materials and demand is relatively large. The material cost of the filling process is high; the second is because the filling workload is relatively large, which occupies the working time of the normal coal mining process, and the original production efficiency of the coal mining face is greatly reduced
Partial filling methods in the mined-out area mainly include strip filling and pier column filling. However, due to the existence of a suspended roof and a large amount of roof subsidence at the suspended roof, partial filling is not as effective in controlling surface subsidence as full mining and full filling, especially pier filling. Column filling, the filling rate is low, the suspended roof area is large, and the roof control effect is not ideal

Method used

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  • Device and method for controlling roof subsidence of goaf with beam-column composite structure
  • Device and method for controlling roof subsidence of goaf with beam-column composite structure
  • Device and method for controlling roof subsidence of goaf with beam-column composite structure

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Experimental program
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Effect test

Embodiment 1

[0056] 1. When the thickness of the immediate roof is greater than 5m, the strength is greater than 100MPa, and the integrity is good, calculate the initial collapse step distance L according to the engineering conditions 1 , and use the safety factor method and branch area distribution method to determine the filling spacing L' and the side length a of the square filling cylinder; where: L'=L 1 -a, where h is the thickness of the direct top, R T is the direct top tensile strength, q is the direct top overlying load, f cu is the compressive strength of the packed column, k 1 、k 2 is the safety factor;

[0057] 2. Design the position of the filling column and the truss anchor cable according to the filling spacing. The truss anchor cable is located on the center line of the suspended area between two adjacent filling columns; determine the size of the truss anchor cable according to the roof rock layer conditions and the size of the suspended roof. The anchorage section o...

Embodiment 2

[0066] 1. When the thickness of the immediate roof is less than 5m, the strength is less than 100MPa and the integrity is poor, calculate the periodic collapse step L according to the engineering conditions 2 , and use the safety factor method and branch area distribution method to determine the filling spacing L' and the side length a of the square filling cylinder; where: L'=L 2 -a, where h is the thickness of the direct top, R T is the direct top tensile strength, q is the direct top overlying load, f cu is the compressive strength of the packed column, k 1 、k 2 is the safety factor;

[0067] 2. Design the position of the filling column and the truss anchor cable according to the filling spacing. The truss anchor cable is located on the center line of the suspended area between two adjacent filling columns; determine the size of the truss anchor cable according to the roof rock layer conditions and the size of the suspended roof. The anchorage section of the cable is ...

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Abstract

The invention discloses a device and a method for controlling sinking of a top plate of a worked-out section by adopting a beam-column combined structure. Pier column type filling templates are mounted at the worked-out section, filling is performed, filling columns are formed by the pier column type filling templates, and a prestress truss and anchor rope device is mounted between every two adjacent filling columns; trusses and anchor ropes are used for controlling the top plate among the filling columns, so that a combined supporting beam structure is formed, the combined beam and the filling columns form a beam-column combined control system together, a worked-out section top plate hanging roof area among the four filling columns adopts a two-way plate, the beam-column combined structure controls the two-way plate of the top plate to form a stable control system, the good control effect can be realized under the condition that the filling rate is not high, the filling mining cost can be reduced, and the mining efficiency can be improved.

Description

technical field [0001] The invention relates to a device and a method for controlling the subsidence of a goaf roof with a beam-column combined structure, belonging to the technical field of filling and mining. Background technique [0002] In order to control the surface subsidence caused by "three-down" coal mining and the damage to the environment caused by the long-arm caving coal mining method, coal mining enterprises have chosen the filling method of coal mining in recent years. The full-mining and full-filling coal mining technology has achieved a good control effect on surface subsidence and environmental damage, but there are also major deficiencies: First, because full-mining and full-filling requires a relatively large amount of filling space, the contradiction between the supply of filling materials and demand is relatively large. The material cost of the filling process is high; the second is because the filling workload is relatively large, which takes up the w...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E21D20/00E21D15/02
CPCE21D15/005E21D15/02E21D20/00
Inventor 冯国瑞杜献杰李振戚庭野郭育霞张玉江白锦文宋凯歌刘国艳郭军康立勋
Owner TAIYUAN UNIV OF TECH
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