阅读说明：本技术 一种矿井切顶沿空留巷采空区快速密闭装置和方法 (Rapid closing device and method for mine roof cutting gob-side entry retaining goaf ) 是由 刘红威 高瑞青 王飞 高亚斌 李子文 闫晶晶 于 2021-02-04 设计创作，主要内容包括：本发明涉及矿井开采与灾害防治,具体涉及一种矿井切顶沿空留巷采空区快速密闭装置和方法。包括囊体,囊体上设置有充气口,囊体两侧设置气囊间粘扣层,囊体两侧设置可调节支撑体,可调节支撑体包括支撑柱、万向连接扣、升降卡扣、升降手柄、高度固定插销。支撑柱包括螺纹连接的上支撑筒和下支撑筒,下支撑筒由上到下设置有若干可以插入高度固定插销的圆孔,上支撑筒和下支撑筒上安装有万向连接扣,上支撑筒下部设置有升降卡扣,并通过升降卡扣与升降手柄连接。两侧可调节支撑体之间设置有十字交叉型的连接杆,连接杆端部与万向连接扣固定。本发明实现切顶侧采空区的快速密闭及顶底板导气裂隙的快速封堵,防止采空区自然发火和瓦斯的涌出。(The invention relates to mine exploitation and disaster prevention, in particular to a device and a method for quickly sealing a mine roof cutting gob-side entry retaining goaf. Including the utricule, be provided with the inflation inlet on the utricule, the utricule both sides set up the thread gluing layer between the gasbag, and the utricule both sides set up adjustable support body, and adjustable support body includes support column, universal joint buckle, lift buckle, lifting handle, high fixed bolt. The support column includes threaded connection's last support cylinder and lower support cylinder, and the lower support cylinder is provided with a plurality of round holes that can insert high fixed bolt by last to under, goes up and installs universal connector link on support cylinder and the lower support cylinder, goes up the support cylinder lower part and is provided with the lift buckle to be connected with lifting handle through the lift buckle. A crisscross connecting rod is arranged between the two adjustable supporting bodies on the two sides, and the end part of the connecting rod is fixed with the universal connecting buckle. The invention realizes the quick sealing of the cut top side goaf and the quick plugging of the top bottom plate gas guide crack, and prevents the natural ignition of the goaf and the gas from flowing out.)

1. The utility model provides a quick closing means of mine cut-top gob entry collecting space area which characterized in that: including utricule (6), be provided with inflation inlet (7) on utricule (6), utricule (6) both sides set up thread gluing layer (9) between the gasbag, utricule (6) both sides set up adjustable support body, adjustable support body includes support column (10), support column (10) are including threaded connection's last support tube (10.1) and lower support tube (10.2), lower support tube (10.2) are by last to be provided with a plurality of round holes that can insert highly fixed bolt (14) down, install universal connector link (11) on last support tube (10.1) and lower support tube (10.2), it is provided with lift buckle (12) to go up support tube (10.1) lower part, and be connected with lift handle (13) through lift buckle (12), be provided with crisscross connecting rod (15) between the adjustable support body of both sides, connecting rod (15) tip is fixed with universal connector link (11).

2. The use method of the mine roof cutting gob-side entry retaining goaf rapid closing device according to claim 1 is characterized in that: comprises the following steps of (a) carrying out,

s100, in the process of pushing a roof cutting and roadway forming working face, dividing a gob-side entry retaining into an advance support area, a post-support temporary support area and a roadway forming stable area;

s200, along with the propulsion of a roof cutting and roadway forming working face, arranging adjustable supporting bodies at intervals of 20m along the interface of a gob-side entry retaining and a gob-side, and quickly connecting the adjustable supporting bodies and connecting rods into a supporting net through universal connecting buckles;

s300, placing a single uninflated air bag into a support net, inflating a bag body (6) through an inflation inlet (7) by utilizing a compressed air pipeline quick connector (8), and forming a top cut side goaf quick sealing unit between every two adjustable support bodies;

s400, continuously arranging top-cut goaf rapid sealing units along the direction from the cutting hole to the stoping working face along with the propulsion of the working face, connecting air bags among the sealing units through adhesive bonding layers (9) among the air bags, and forming a sealing wall continuously propelled forwards by the connected sealing units;

s500, with the advance of a roof cutting and roadway forming working face, when the length of a gob-side entry retaining and roadway forming stable area is 50m, polyurethane is sprayed to a gob-side entry retaining roof crack (16) and yellow mud is poured into a gob-side entry retaining floor crack (17), and the length interval between primary spraying and pouring is 50 m; then, spraying the gob-side entry retaining top plate cracks (16) every 50m, and pouring the gob-side entry retaining bottom plate cracks (17) every 50m until the working face is completely mined;

s600, periodically inspecting the yellow mud of the gob-side entry retaining bottom plate, and sprinkling water to the yellow mud when the yellow mud has a dry crack phenomenon so as to keep the fluidity and the cohesiveness of the yellow mud;

s700, when the roof cutting and roadway forming working face is completely mined and the gob-side entry retaining is not used any more, discharging air in the roof cutting and side goaf quick sealing unit air bag, taking out the air bag, and dismantling the adjustable support body.

3. The use method of the mine roof cutting gob-side entry retaining goaf rapid sealing device according to claim 2 is characterized in that: in the step S200, according to the height of the gob-side entry retaining, the height of the supporting column (10) is adjusted through the lifting handle (13), the supporting column (10) is enabled to fully bear the pressure of a top plate, the height fixing bolt (14) is inserted into the supporting column (10), the supporting column (10) is locked, after the adjustable supporting bodies are fixed, the angle of the universal connecting buckle (11) is adjusted, the connecting rod (15) is placed into the universal connecting buckles (11) on the two adjacent adjustable supporting bodies and is locked, the connecting rods (15) between the two adjacent adjustable supporting bodies are connected in a criss-cross mode, and a firm supporting net is formed through the connection and fixing modes.

4. The use method of the mine roof cutting gob-side entry retaining goaf rapid sealing device according to claim 3 is characterized in that: in the step S300, the pressure in the air bag is controlled to be 0.5MPa after the air bag is inflated, so that the air bag can be fully filled and extruded at the interface between the gob-side entry retaining and the gob-side area after the air bag is inflated and expanded.

Technical Field

The invention relates to mine exploitation and disaster prevention, in particular to a device and a method for quickly sealing a mine roof cutting gob-side entry retaining goaf.

Background

The method of 121 methods is mainly used in the production of Chinese coal, namely, two gate roads are required to be tunneled every time one working face is mined. A large number of coal pillars are reserved in the coal mining process, so that the recovery rate is low and the resource waste is serious; the excavation process is separated, the excavation and recovery cost is high, the efficiency is low, and the replacement is difficult. In recent years, a roof-cutting short-arm beam theory is proposed, which is used for implementing advanced pre-splitting on a gob-side roadway roof, cutting off the connection between the gob-side roadway roof and a direct roof and a basic roof of a stope, cutting down the gob-side roadway roof along a pre-splitting surface under the action of periodic pressure, forming a roadway side, cutting off a goaf and supporting an upper moving rock stratum, improving the stress environment of surrounding rocks of the roadway, and intensively transferring the stress of the surrounding rocks of the roadway to a deep part to realize stability of the roadway. Then, a coal pillar-free mining technology-110 construction method based on the roof-cutting short-arm beam theory is proposed and is called as the third exploration of the technical change of the mining industry in China. At present, the roof-cutting gob-side entry retaining coal pillar-free mining technology is successfully tested in thin-medium thick coal seams, forms 110 process flows and a technical system, and is popularized and applied in domestic coal mines belonging to China, Sichuan coal group, Shenhua group Shendong mining area, Zhongqi group great homogeneous mining area and great tun mining area, Guizhou Panjiang group, Shanxi Yanan train village coal industry group, Yangyi group and the like. In the present stage, the research on the roof-cutting gob-side entry retaining coal-pillar-free mining technology mainly focuses on the aspects of the coal-pillar-free roof-cutting gob-side entry retaining technical principle and process, a roof caving mechanical structure model, surrounding rock stress distribution, an energy-gathering blasting mechanical mechanism in the presplitting joint-cutting blasting process, a constant-resistance large-deformation impact-prevention support new material and the like, and few researches are performed on safety problems existing in the field of ventilation and disaster prevention and control in the implementation process of the technology.

The stoping is carried out by utilizing the roof cutting pressure relief mining technology, and the important problem is the management of the goaf. Because the main wall section of the entry retaining is the caving zone of the goaf, the goaf is completely exposed in the roadway to form a completely open state, compared with the situation of sealing and blocking the goaf in the traditional stoping process, the goaf on the roof cutting side is not completely sealed, the air leakage is large, the natural ignition is serious, and the gas in the goaf is easy to leak into the gob-side entry retaining under the action of negative pressure. Meanwhile, along with the propulsion of the working face, the coal-rock bodies of the top plate and the bottom plate of the gob-side entry retaining are continuously damaged and form air guide cracks communicated with the goaf, so that the gas is increased to flow out of the gob-side entry retaining, and the difficulty in managing the gas in the gob-side entry retaining is increased.

Disclosure of Invention

The invention provides a quick closing device and method for a mine roof cutting gob-side entry retaining gob, and aims to solve the problems that an air guide channel between a roof cutting gob-side entry retaining and a gob is difficult to quickly cut off, the gob is seriously naturally ignited, and gas in the gob-side entry retaining is easy to exceed limit.

The invention adopts the following technical scheme: the utility model provides a quick closing means in mine cut-top gob entry collecting space area, includes the utricule, is provided with the inflation inlet on the utricule, and the utricule both sides set up thread gluing layer between the gasbag, and the utricule both sides set up adjustable support body, and adjustable support body includes support column, universal joint, lift buckle, lifting handle, high fixed bolt. The support column includes threaded connection's last support cylinder and lower support cylinder, and the lower support cylinder is provided with a plurality of round holes that can insert high fixed bolt by last to under, goes up and installs universal connector link on support cylinder and the lower support cylinder, goes up the support cylinder lower part and is provided with the lift buckle to be connected with lifting handle through the lift buckle. A crisscross connecting rod is arranged between the two adjustable supporting bodies on the two sides, and the end part of the connecting rod is fixed with the universal connecting buckle.

A use method of a mine roof cutting gob-side entry retaining goaf rapid sealing device comprises the following steps.

And S100, in the process of pushing the roof cutting and roadway forming working face, according to stope pressure change and deformation of a gob-side entry retaining top plate and a roadway side, dividing the gob-side entry retaining into an advance support area, a post-support temporary support area and a roadway forming stable area. The advance support area is positioned in the advance stress concentration area of the working surface; the after-frame temporary support area is located in a working surface behind-frame influence area, rock collapse of a top plate of a goaf can generate a certain friction effect on a top plate of a roadway, the roadway is obviously influenced by dynamic pressure, and the pressure of the top plate is higher; the roadway forming stable area is less affected by mining, the sinking amount of the top plate and the pressure change of the single prop are small, and the area can be considered to be in a stable state.

S200, along with the propulsion of the roof cutting and roadway forming working face, arranging adjustable supporting bodies at intervals of 20m along the interface of the gob-side entry retaining and the gob-side entry retaining, and quickly connecting the adjustable supporting bodies and the connecting rods into a supporting net through universal connecting buckles.

S300, placing a single uninflated air bag into the supporting net, inflating the bag body through the inflation inlet by using the quick connector of the compressed air pipeline, and forming a top cut side goaf quick sealing unit between every two adjustable supporting bodies.

S400, continuously arranging top-cut goaf rapid sealing units along the direction from the cutting hole to the stope working face along with the propulsion of the working face, connecting air bags among the sealing units through sticky buckle layers among the air bags, and forming a sealing wall which continuously propels forward by the connected sealing units.

S500, with the advance of a roof cutting and roadway forming working face, when the length of a gob-side entry retaining and roadway forming stable area is 50m, polyurethane is sprayed to a crack of a top plate of the gob-side entry retaining and yellow mud is poured into a crack of a bottom plate of the gob-side entry retaining, and the length of primary spraying and pouring is 50 m; and then, spraying the top plate cracks of the gob-side entry retaining at intervals of 50m, and pouring the bottom plate cracks of the gob-side entry retaining at intervals of 50m until the stoping of the working face is finished.

S600, periodically inspecting the yellow mud of the gob-side entry retaining bottom plate, and spraying water to the yellow mud when the yellow mud is cracked due to dryness so as to keep the fluidity and the cohesiveness of the yellow mud.

S700, when the roof cutting and roadway forming working face is completely mined and the gob-side entry retaining is not used any more, discharging air in the roof cutting and side goaf quick sealing unit air bag, taking out the air bag, and dismantling the adjustable support body.

In the step S200, according to the height of the gob-side entry retaining, the height of the supporting column is adjusted through the lifting handle, so that the supporting column fully bears the pressure of the top plate, the height fixing bolt is inserted into the supporting column, the supporting column is locked, the angle of the universal connecting buckle is adjusted after the adjustable supporting bodies are fixed, the connecting rod is placed into the universal connecting buckle on the two adjacent adjustable supporting bodies and is locked, the connecting rods between the two adjacent adjustable supporting bodies are connected in a crisscross mode, and a firm supporting net is formed through the connection and fixing modes.

In step S300, the pressure in the air bag is controlled to be 0.5MPa after the air bag is inflated, and the interface between the gob-side entry retaining and the gob-side entry retaining can be completely filled and extruded after the air bag is inflated and expanded.

Compared with the prior art, the invention can realize the quick sealing of the cut top side gob area and the quick plugging of the top bottom plate gas guide crack, and effectively prevent the natural ignition of the gob area and the gas from rushing out to the gob-side entry retaining. The installation process of the top-cut side goaf rapid sealing device is not influenced by roadway deformation, and the top-cut side goaf rapid sealing device is low in cost, good in effect and recyclable. The yellow mud is poured into the gob-side entry retaining bottom plate, so that the fluidity and the cohesiveness of the yellow mud can be fully utilized, the new crack of the bottom plate can be plugged for many times after the water is sprayed, and the gob-side entry retaining bottom plate is low in cost and free of pollution.

Drawings

FIG. 1 is a diagram of a conventional gob-side entry retaining mining arrangement;

FIG. 2 is a top-cutting gob-side entry retaining mining layout;

FIG. 3 is a top cut goaf rapid sealing airbag;

FIG. 4 is an adjustable support;

FIG. 5 is a top cut goaf rapid containment unit;

FIG. 6 is a partition of a cut-top gob-side entry retaining;

FIG. 7 is a rapid sealing field layout diagram of a cut-top gob-side entry retaining gob.

In the figure: 1: roof cutting and lane forming working face belt air inlet lane, 2: roof cutting and lane forming working face track air inlet lane, 3: roof cutting and roadway forming stope face, 4: roof cutting gob-side entry retaining, 5: cutting top lines, 6: capsule body, 7: inflation inlet, 8: quick connector of compressed air pipeline, 9: adhesive fastening layer between airbags, 10: support column, 11: universal connection buckle, 12: lifting buckle, 13: lifting handle, 14: height fixing bolt, 15: connecting rod, 16: gob-side entry retaining roof crack, 17: and (5) cracking the gob-side entry retaining bottom plate.

Detailed Description

Embodiments of the present invention will be described in further detail below with reference to the accompanying drawings.

As shown in fig. 5, the mine roof cutting gob-side entry retaining goaf rapid sealing device comprises a capsule body 6, wherein an inflation inlet 7 is arranged on the capsule body 6, hook-and-loop layers 9 between airbags are arranged on two sides of the capsule body 6, and adjustable supporting bodies are arranged on two sides of the capsule body 6. The adjustable support body comprises a support column 10, a universal connecting buckle 11, a lifting buckle 12, a lifting handle 13 and a height fixing bolt 14. The support column 10 includes threaded connection's last support cylinder 10.1 and lower support cylinder 10.2, and lower support cylinder 10.2 is provided with a plurality of round holes that can insert high fixed bolt 14 by last to the lower, installs universal joint buckle 11 on going up support cylinder 10.1 and the lower support cylinder 10.2, goes up support cylinder 10.1 lower part and is provided with lift buckle 12 to be connected with lifting handle 13 through lift buckle 12. A crisscross connecting rod 15 is arranged between the two adjustable supporting bodies, and the end part of the connecting rod 15 is fixed with the universal connecting buckle 11. The adjustable supporting body and the connecting rod are quickly connected into a supporting net through the universal connecting buckle.

The capsule body consists of an outer surface layer, a middle layer and an inner surface layer. The outer surface layer of the capsule body is made of rubber with good wear resistance, and the capsule body is in close contact with irregular surfaces. The middle layer of the bag body is made of nylon cord or terylene cord fabric, so that the rigidity of the air bag is increased, and the rupture caused by over expansion is prevented. The inner layer of the bag body is made of rubber material with good air tightness. The inflation part comprises an inflation inlet and a compressed air pipeline quick connector. The pressure gauge is mounted on the quick connector of the compressed air pipeline and used for monitoring the air pressure in the air bag and conveniently controlling the pressure in the air bag.

As shown in fig. 2, in the roof-cutting gob-side entry retaining mining layout, in the roof-cutting entry retaining mining process, the roof-cutting gob-side entry retaining 4 is completely communicated with the goaf of the current stoping face, the goaf has large air leakage rate and serious natural ignition, and gas in the goaf is easy to leak into the gob-side entry retaining under the action of negative pressure. And the coal-rock bodies on the top plate and the bottom plate of the gob-side entry retaining are continuously damaged and form gas guide cracks communicated with the goaf, so that the gas is accelerated to flow into the gob-side entry retaining. In order to prevent natural ignition of the goaf and over-limit of gas in the gob-side entry retaining, gas guide cracks between the goaf and the roadway need to be blocked in time in the stoping process, and the method specifically comprises the steps of cutting the top of the goaf to be quickly closed, spraying polyurethane on a top plate of the gob-side entry retaining to block the leakage, and pouring yellow mud on a bottom plate of the gob-side entry retaining to block the leakage.

A method for using a mine roof cutting gob-side entry retaining goaf quick sealing device comprises the following steps,

in the process of advancing the roof cutting and roadway forming working face, the gob-side entry retaining can be divided into an advance support area, a post-support temporary support area and a roadway forming stable area (as shown in fig. 6). The advance support area is positioned in the advance stress concentration area of the working surface; the after-frame temporary support area is located in a working surface behind-frame influence area, rock collapse of a top plate of a goaf can generate a certain friction effect on a top plate of a roadway, the roadway is obviously influenced by dynamic pressure, and the pressure of the top plate is higher; the roadway forming stable area is less affected by mining, the sinking amount of the top plate and the pressure change of the single prop are small, and the area can be considered to be in a stable state.

S200, along with the propulsion of the roof cutting and roadway forming working face, arranging adjustable supporting bodies at intervals of 20m along the interface of the gob-side entry retaining and the gob-side entry retaining, and quickly connecting the adjustable supporting bodies and the connecting rods into a supporting net through universal connecting buckles.

S300, placing a single uninflated air bag into the supporting net, inflating the bag body 6 through the inflation inlet 7 by using the compressed air pipeline quick connector 8, and forming a top cut side goaf quick sealing unit between every two adjustable supporting bodies.

S400, continuously arranging top-cut goaf rapid sealing units along the direction from the cutting hole to the stoping working face along with the propulsion of the working face, connecting air bags among the sealing units through the inter-air-bag sticky buckle layers 9, and forming a sealing wall continuously propelled forwards by the connected sealing units.

S500, with the advance of a roof cutting and roadway forming working face, when the length of a gob-side entry retaining and roadway forming stable area is 50m, polyurethane is sprayed to a gob-side entry retaining top plate crack 16 and yellow mud is poured into a gob-side entry retaining bottom plate crack 17, wherein the lengths of primary spraying and pouring are both 50 m; and then, spraying 16 cracks of the top plate of the gob-side entry retaining at intervals of 50m, and pouring 17 cracks of the bottom plate of the gob-side entry retaining at intervals of 50m until the stoping of the working face is finished.

S600, periodically inspecting the yellow mud of the gob-side entry retaining bottom plate, and spraying water to the yellow mud when the yellow mud is cracked due to dryness so as to keep the fluidity and the cohesiveness of the yellow mud.

S700, when the roof cutting and roadway forming working face is completely mined and the gob-side entry retaining is not used any more, discharging air in the roof cutting and side goaf quick sealing unit air bag, taking out the air bag, and dismantling the adjustable support body.

In step S200, according to the height of the gob-side entry retaining, the height of the supporting column 10 is adjusted by the lifting handle 13, so that the supporting column 10 fully bears the pressure of the top plate, the height fixing bolt 14 is inserted into the supporting column 10, the supporting column 10 is locked, after the adjustable supporting bodies are fixed, the angle of the universal connecting buckle 11 is adjusted, the connecting rod 15 is placed into the universal connecting buckle 11 on two adjacent adjustable supporting bodies and is locked, the connecting rods 15 between two adjacent adjustable supporting bodies are connected in a crisscross manner, and a firm supporting net is formed through the connection and fixing manners.

In step S300, the pressure in the air bag is controlled to be 0.5MPa after the air bag is inflated, and the interface between the gob-side entry retaining and the gob-side entry retaining can be completely filled and extruded after the air bag is inflated and expanded.

According to the scheme of gob-side entry retaining roof polyurethane spraying and leaking stoppage, polyurethane is sprayed to gob-side entry retaining roof cracks in a lane forming stable area to block gas guide cracks of a roof and a goaf. And in the gob-side entry forming stable area, the operation of spraying polyurethane to the crack of the top plate is advanced in stages along with the forward continuous extension of the entry forming stable area.

According to the scheme for stopping the leakage of the gob-side entry retaining bottom plate by pouring yellow mud, yellow mud slurry is poured into the gob-side entry retaining bottom plate in the entry forming stable area to stop the gas guide crack between the gob-side entry retaining bottom plate and the gob. And (3) in the gob-side entry forming stable area, the operation of pouring yellow mud into the slot of the lane bottom plate is advanced in stages along with the forward continuous extension of the gob-side entry forming stable area. And (3) regularly sprinkling water to the place where the yellow mud is poured to keep the fluidity and the caking property of the yellow mud.

Finally, it should be noted that: the above-mentioned embodiments are merely illustrative of the present invention, and not restrictive, and any modifications, improvements and equivalents that come within the spirit and principle of the invention are intended to be included within the scope of the invention.