CN206636603U - Face sky old working compound closure wall - Google Patents
Face sky old working compound closure wall Download PDFInfo
- Publication number
- CN206636603U CN206636603U CN201720365838.XU CN201720365838U CN206636603U CN 206636603 U CN206636603 U CN 206636603U CN 201720365838 U CN201720365838 U CN 201720365838U CN 206636603 U CN206636603 U CN 206636603U
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- pipe
- sky
- wall
- old working
- line checking
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Abstract
It the utility model is related to one kind and face sky old working compound closure wall.To overcome prior art defect, the utility model sets gradually wooden pillar from goaf to construction tunnel, waterproof sheet, high molecular foam material layer, coal ash bag wall layers and reinforced concrete wall, face and fix Grouting Pipe at the top of sky old working respectively, on-line checking pipe, manual sampling pipe, pneumatic tube and standby pipe, in Grouting Pipe, manual sampling pipe and standby pipe outer end install valve additional, and valve is closed, pneumatic tube outer end is closed, and add pressure sensor or pressure gauge, close on-line checking pipe outer end, on-line checking pipe the inner is provided with temperature sensor, gas inductor and oxygen sensor and infrared pick-up head, and it is connected with the signal input part of an adapted monitoring computer.Using the utility model, it can effectively completely cut off mined-out region, slowing down the ore deposit shake of excavation collapse initiation influences, and is widely used in various coal mines.
Description
Technical field
It the utility model is related to one kind and face sky old working compound closure wall.
Background technology
At present, during mine development end often need disclose closed face sky old working, because after exposure driving face with adopting
Dead zone directly connects, and chosen position need to be reclosed immediately to facing sky old working, at this stage, more using filling clinker bag or structure
Brick wall is built to play support and leakproof wind action, but because clinker is more loose, situation about leaking out still has, and constructing brick wall needs
When it is longer, goaf exposes for a long time, easily causes that toxic and harmful gas is excessive and the spontaneous fire in goaf, and wall is pressurized easy
, there is erecting dense individual props or explosion time in deformation, and shock resistance effect is undesirable, if excavation collapse triggers ore deposit shake, existing enclosing wall is very
Crack just occurs soon, causes ore deposit shake quickly to be conducted to construction tunnel along facing sky old working.Therefore the region becomes mine disaster
Keypoint treatment region, affect mine safety production.
Utility model content
The technical problems to be solved in the utility model is how to overcome the drawbacks described above of prior art, there is provided one kind is faced empty old
Lane compound closure wall.
In order to solve the above technical problems, originally face sky old working compound closure wall, it is characterised in that：It is wooden including wooden pillar
Support, which is erected at, to be faced in sky old working, and nail has plank at wooden pillar surrounding necessity, and being followed closely on wooden pillar and plank has canvas, canvas
On scribble fire retardant glue, form waterproof sheet, the 0.5 meter thick high molecular foam material layer of spraying on waterproof sheet, macromolecule foaming material
3 meters thick coal ash bag wall layers are piled up after the bed of material, 1 meter of thick reinforced concrete wall, waterproof sheet, macromolecule are built again after coal ash bag wall layers
Foamed material layer, coal ash bag wall layers and reinforced concrete wall connect with top plate, bottom plate and tunnel both sides side wall respectively, the gluing
Canvas, high molecular foam material layer, coal ash bag wall layers and reinforced concrete wall,
Set gradually from goaf to construction tunnel, sky old working compound closure wall is faced in formation, faces solid respectively at the top of sky old working
Determine Grouting Pipe, on-line checking pipe, manual sampling pipe, pneumatic tube and standby pipe, above-mentioned Grouting Pipe, on-line checking pipe, manual sampling
Pipe, pneumatic tube and standby pipe are extended above the subsidence area in goaf through sky old working compound closure wall, its inner is faced, and its outer end is prolonged
Construction tunnel is extended, valve is installed additional in Grouting Pipe, manual sampling pipe and standby pipe outer end, and valve is closed, by outside pneumatic tube
End seal is closed, and adds pressure sensor or water barometer, the closing of on-line checking pipe outer end, and on-line checking pipe is inner to set temperature
Sensor, methane transducer, oxygen sensor, infrared pick-up head and beam tube detection line, said temperature sensor, methane sensing
Device, oxygen sensor and infrared pick-up head are defeated by the signal for being located in the cable and an adapted monitoring computer of on-line checking pipe
Enter end to be connected, above-mentioned beam tube detection line, examined goaf gas extraction to ground by ground by on-line checking pipe by air pump
The infrared analyzer and gas chromatograph of survey station are analyzed, realize to carbon monoxide in goaf, carbon dioxide, methane,
The prediction of eight kinds of gas such as oxygen, acetylene, ethene, ethane, nitrogen.
Waterproof sheet may insure that high molecular foam material layer is effectively filled, and avoid producing unnecessary gap.Macromolecule is sent out
Foam material layer elasticity is good, effectively absorbs the ore deposit shake that excavation collapse triggers, and there is coal ash bag wall layers certain mobility and deformation to fit
Should be able to power, can effectively adapt to the different degrees of sinking of top plate, and this falling pressure part is distributed to 1 meter of thick armored concrete
On wall, and reinforced concrete wall is anchored into by long anchor pole in the top plate on periphery, the rock of bottom plate and tunnel both sides or coal seam, there is provided
Effective support and protection.
Single, the common sky old working enclosing wall that faces meets with one to secondary big ore deposit shake, connects at top or both sides usually occur
Crack, it has to repaired.And use and originally face sky old working compound closure wall, shaken after more than ten ore deposits, it is still as excellent as before.
It is so designed that, quick construction, goaf can be separated in time, and painting is set gradually to construction lane by goaf
Rubberized canvas, high molecular foam material layer, coal ash bag wall layers and reinforced concrete wall, mechanical strength is increasing, on the one hand can be with
Reliable support and sealing are provided, prevent that the toxic gas in goaf is excessive, the excavation collapse that on the other hand can successively decrease layer by layer draws
The ore deposit shake of hair, ensures construction tunnel safety.
As optimization, the Grouting Pipe is made up of 4 inch steel pipes, the standby Guan Youyi bars.It is so designed that, simple in construction,
It is convenient.
As optimization, the high molecular foam material layer by the less Sai Fute of heat production in the rapid, course of reaction that foams or
Roc, which is stopped, to be made.It is so designed that, foam the characteristics of rapid, spraying is convenient, unsuitable dry and cracked after compression, and it is mined out to serve quick closure
Area, prevent spontaneous combustion of coal seam and the excessive effect of toxic and harmful gas.
As optimization, the coal ash bag wall layers also include the iron wire rhombus net of both sides, and the coal ash bag is just piled up in both sides
Iron wire rhombus net between.Be so designed that, it is easy for construction, it is ensured that coal ash bag wall layers do not collapse less than.
As optimization, three layers of iron wire rhombus net, every layer of iron wire rhombus net surrounding point are provided with inside the reinforced concrete wall
Not She You anchor pole, above-mentioned anchor pole squeezes into the top plate for facing sky old working, in bottom plate and both sides rib or palisades respectively, every layer of iron wire
Rhombus net is separately fixed on the anchor pole head or anchor pole substrate of anchor pole.It is so designed that, iron wire rhombus net is fixed on periphery by anchor pole
Tunnel, with concreting together with, firm, consolidation enclosing wall is formed, securely and reliably.
The foregoing method of construction for facing sky old working compound closure wall, comprises the steps：
1. cooks up one section of 5 meters of long region on sky old working is faced, face sky old working lane top below fix Grouting Pipe,
Line detection pipe, manual sampling pipe, pneumatic tube and standby pipe, above-mentioned pipeline Longitudinal extending in above-mentioned zone, one end, which extends to, adopts
Above the subsidence area of dead zone, the other end stretches out respective regions, and top plate, bottom plate and the tunnel side wall in purging zone float grey and floating
Cash；
2. faces in sky old working in purging zone sets up wooden pillar, nail has plank at wooden pillar surrounding necessity, wooden
Nail has canvas on support and plank, scribbles fire retardant glue on canvas, forms waterproof sheet, waterproof sheet surrounding respectively with top plate, bottom
Plate and tunnel both sides side wall connect；
3. spraying 0.5 meter thick high molecular foam material layer on waterproof sheets, and distinguish high molecular foam material layer surrounding
Connect with top plate, bottom plate and tunnel both sides side wall；
4. 3 meters thick coal ash bag wall layers are piled up after high molecular foam material layers, and make coal ash bag wall layers surrounding respectively with top
Plate, bottom plate and tunnel both sides side wall connect；
5. build 1 meter of thick reinforced concrete wall again after coal ash bag wall layers, and make reinforced concrete wall surrounding respectively with top
Plate, bottom plate and tunnel both sides side wall connect；
6. installs valve additional in Grouting Pipe, manual sampling pipe and standby pipe outer end, and valve is closed, by pneumatic tube outer end
Closing, and pressure sensor or water barometer are added, the closing of on-line checking pipe outer end, on-line checking pipe is inner to set temperature to pass
Sensor, methane transducer, oxygen sensor, infrared pick-up head and beam tube detection line, said temperature sensor, methane sensing
Device, oxygen sensor and infrared pick-up head are defeated by the signal for being located in the cable and an adapted monitoring computer of on-line checking pipe
Enter end to be connected, above-mentioned beam tube detection line, examined goaf gas extraction to ground by ground by on-line checking pipe by air pump
The infrared analyzer and gas chromatograph of survey station are analyzed, realize to carbon monoxide in goaf, carbon dioxide, methane,
The prediction of eight kinds of gas such as oxygen, acetylene, ethene, ethane, nitrogen.
It is so designed that, on the one hand slip casting filling can be carried out to the subsidence area in goaf by Grouting Pipe；On the other hand can
So that using temperature sensor, firedamp sensor and oxygen sensor, by the monitoring computer of adapted, moment monitoring goaf is collapsed
The air in area is fallen into, also subsidence area can be found in time by the image of the subsidence area in infrared pick-up head routine observation goaf
Image changes and temperature change.
The subsidence area gas in goaf can also be periodically analyzed by manual sampling pipe and on-line checking pipe, can be adopted if necessary
The method of pressure glue injection body or inert gas prevents spontaneous combustion of coal seam.
The utility model face sky old working compound closure wall can quickly, effectively completely cut off mined-out region, prevent spontaneous combustion of coal seam, subtract
The ore deposit shake that slow excavation collapse triggers influences, and is widely used in various coal mines.
Brief description of the drawings
Face the utility model sky old working compound closure wall below in conjunction with the accompanying drawings to be described further：
Fig. 1 is the cross-sectional view for originally facing sky old working compound closure wall；
Fig. 2 is the cross direction profiles schematic diagram of the anchor pole iron wire rhombus net of reinforced concrete wall in Fig. 1；
Fig. 3 is the genesis analysis schematic diagram of the anchor pole iron wire rhombus net of reinforced concrete wall in Fig. 1.
In figure：1 be wooden pillar, 2 for face sky old working, 3 be waterproof sheet, 4 be high molecular foam material layer, 5 be coal ash
Bag wall layers, 6 be reinforced concrete wall, 7 be goaf, 8 be construction tunnel, 9 be Grouting Pipe, 10 be on-line checking pipe, 11 be people
Work probe tube, 12 be pneumatic tube, 13 be standby pipe, 14 be valve, 15 be water barometer, 16 be iron wire rhombus net, 17 be anchor
Bar.
Embodiment
Embodiment one：As Figure 1-3, the utility model, which faces sky old working compound closure wall, includes wooden pillar 1, wooden
Support 1, which is erected at, to be faced in sky old working 2, and nail has plank at the surrounding of wooden pillar 1 necessity, and being followed closely on wooden pillar and plank has canvas,
Fire retardant glue is scribbled on canvas, waterproof sheet 3 is formed, 0.5 meter thick high molecular foam material layer 4, macromolecule is sprayed on waterproof sheet 3
3 meters thick coal ash bag wall layers 5 are piled up after foamed material layer 4,1 meter thick reinforced concrete wall 6, gluing sail are built again after coal ash bag wall layers
Cloth 3, high molecular foam material layer 4, coal ash bag wall layers 5 and reinforced concrete wall 6 respectively with top plate, bottom plate and tunnel both sides side wall
Connect, the waterproof sheet 3, high molecular foam material layer 4, coal ash bag wall layers 5 and reinforced concrete wall 6, from goaf 7 to applying
Work tunnel 8 is set gradually, and sky old working compound closure wall is faced in formation.Face the top of sky old working 2 and fix Grouting Pipe 9, on-line checking respectively
Pipe 10, manual sampling pipe 11, pneumatic tube 12 and standby pipe 13, above-mentioned Grouting Pipe 9, on-line checking pipe 10, manual sampling pipe 11, gas
Pressure pipe 12 and standby pipe 13 are extended above the subsidence area in goaf 7 through sky old working compound closure wall, its inner is faced, and its outer end is prolonged
Construction tunnel 8 is extended, valve 14 is installed additional in Grouting Pipe 9, manual sampling pipe 11 and the outer end of standby pipe 13, and valve 14 is closed,
The outer end of pneumatic tube 12 is closed, and adds pressure sensor or water barometer 15, the closing of the outer end of on-line checking pipe 10, online inspection
The inner of test tube 10 is provided with temperature sensor (not shown), methane transducer (not shown), oxygen sensor (in figure
Be not shown), infrared pick-up head (not shown) and beam tube detection line (not shown), said temperature sensor, methane
Sensor, oxygen sensor and infrared pick-up head (are schemed by the cable and an adapted monitoring computer for being located in on-line checking pipe
Not shown in) signal input part be connected, beam tube detection line by air pump by on-line checking pipe by goaf gas extraction to ground
Face, analyzed, realized to carbon monoxide, two in goaf by the infrared analyzer and gas chromatograph at ground detection station
The prediction of eight kinds of gas such as carbonoxide, methane, oxygen, acetylene, ethene, ethane, nitrogen.
The Grouting Pipe 9 is made up of 4 inch steel pipes, and the standby pipe 13 has one.
The high molecular foam material layer 4 is stopped by the less Sai Fute of heat production in the rapid, course of reaction that foams or Roc to be made
Into.
The coal ash bag wall layers 5 also include the iron wire rhombus net 16 of both sides, and the coal ash bag just piles up the iron wire in both sides
Between rhombus net 16.
The inside of reinforced concrete wall 6 is provided with three layers of iron wire rhombus net 16, and every layer of iron wire rhombus net surrounding is respectively equipped with
Anchor pole 17, above-mentioned anchor pole 17 squeeze into the top plate for facing sky old working, in bottom plate and both sides rib or palisades respectively, every layer of iron wire water chestnut
Shape net 16 is separately fixed on the anchor pole head or anchor pole substrate of anchor pole 17.
The foregoing method of construction for facing sky old working compound closure wall, comprises the steps：
1. cooks up one section of 5 meters of long region on sky old working 2 is faced, face the lane of sky old working 2 top below fix Grouting Pipe 9,
On-line checking pipe 10, manual sampling pipe 11, pneumatic tube 12 and standby pipe 13, above-mentioned pipeline Longitudinal extending in above-mentioned zone, one
End is extended to above the subsidence area in goaf 7, other end stretching respective regions, top plate, bottom plate and tunnel side in purging zone
The grey and floating cash of wall floating；
2. faces in purging zone sets up wooden pillar 1 in sky old working 2, nail has plank at the surrounding necessity of wooden pillar 1,
Nail has canvas on wooden pillar 1 and plank, scribbles gelatin on canvas, forms waterproof sheet 3, the surrounding of waterproof sheet 3 respectively with top
Plate, bottom plate and tunnel both sides side wall connect；
3. spraying 0.5 meter thick high molecular foam material layer 4 on waterproof sheets 3, and make the surrounding of high molecular foam material layer 4
Connect respectively with top plate, bottom plate and tunnel both sides side wall；
4. 3 meters thick coal ash bag wall layers 5 are piled up after high molecular foam materials layer 4, and make the surrounding of coal ash bag wall layers 5 respectively with
Top plate, bottom plate and tunnel both sides side wall connect；
5. 1 meter thick reinforced concrete wall 6 is built after coal ash bag wall layers again, and make the surrounding of reinforced concrete wall 6 respectively with top
Plate, bottom plate and tunnel both sides side wall connect；
6. installs valve 14 additional in Grouting Pipe 9, manual sampling pipe 11 and the outer end of standby pipe 13, and valve 14 is closed, by gas
The outer end of pressure pipe 12 is closed, and adds pressure sensor or water barometer 15, the closing of the outer end of on-line checking pipe 10, on-line checking pipe
10 inner setting temperature sensors, gas inductor and oxygen sensor and infrared pick-up head, said temperature sensor, gas
Inductor and oxygen sensor and infrared pick-up head are by being located in the cable and an adapted monitoring computer of on-line checking pipe
Signal input part is connected, beam tube detection line by air pump by on-line checking pipe by goaf gas extraction to ground, pass through ground
The infrared analyzer and gas chromatograph of measuring station are analyzed.
Claims (5)
1. one kind faces sky old working compound closure wall, it is characterised in that：Including wooden pillar, wooden pillar, which is erected at, faces sky old working
Interior, nail has plank at wooden pillar surrounding necessity, and being followed closely on wooden pillar and plank has canvas, and fire retardant glue is scribbled on canvas, is formed
Waterproof sheet, the 0.5 meter thick high molecular foam material layer of spraying on waterproof sheet, 3 meters of thick coals is piled up after high molecular foam material layer
Grey bag wall layers, 1 meter of thick reinforced concrete wall, waterproof sheet, high molecular foam material layer, coal ash bag are built again after coal ash bag wall layers
Wall layers and reinforced concrete wall connect with top plate, bottom plate and tunnel both sides side wall respectively, the waterproof sheet, macromolecule foaming material
The bed of material, coal ash bag wall layers and reinforced concrete wall, are set gradually from goaf to construction tunnel, and sky old working compound closure is faced in formation
Wall, face and fix Grouting Pipe, on-line checking pipe, manual sampling pipe, pneumatic tube and standby pipe, above-mentioned slip casting at the top of sky old working respectively
Through sky old working compound closure wall is faced, its inner extends mined out for pipe, on-line checking pipe, manual sampling pipe, pneumatic tube and standby pipe
Above the subsidence area in area, its outer end extends to construction tunnel, and valve is installed additional in Grouting Pipe, manual sampling pipe and standby pipe outer end,
And close valve, pneumatic tube outer end is closed, and pressure sensor or water barometer are added, the outer end seal of on-line checking pipe
Close, on-line checking pipe is inner to set temperature sensor, methane transducer, oxygen sensor, infrared pick-up head and beam tube detection
Line, said temperature sensor, methane transducer, oxygen sensor and infrared pick-up head are by being located in the line of on-line checking pipe
Cable is connected with the signal input part of an adapted monitoring computer, above-mentioned beam tube detection line, will be mined out by on-line checking pipe by air pump
Area's gas extraction is analyzed by the infrared analyzer and gas chromatograph at ground detection station, realized to mined out to ground
The prediction of eight kinds of gas such as carbon monoxide, carbon dioxide, methane, oxygen, acetylene, ethene, ethane, nitrogen in area.
2. according to claim 1 face sky old working compound closure wall, it is characterised in that：The Grouting Pipe is by 4 inch steel pipe structures
Into the standby Guan Youyi bars.
3. according to claim 1 face sky old working compound closure wall, it is characterised in that：The high molecular foam material layer by
Foaming is rapid, the less Sai Fute of heat production or Roc are stopped and be made in course of reaction.
4. according to claim 1 face sky old working compound closure wall, it is characterised in that：The coal ash bag wall layers also include two
The iron wire rhombus net of side, the coal ash bag are just piled up between the iron wire rhombus net of both sides.
5. according to claim 1 face sky old working compound closure wall, it is characterised in that：Set inside the reinforced concrete wall
There are three layers of iron wire rhombus net, every layer of iron wire rhombus net surrounding is respectively equipped with anchor pole, and above-mentioned anchor pole squeezes into the top for facing sky old working respectively
In plate, bottom plate and both sides rib or palisades, every layer of iron wire rhombus net is separately fixed at the anchor pole head or anchor pole substrate of anchor pole
On.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720365838.XU CN206636603U (en) | 2017-04-07 | 2017-04-07 | Face sky old working compound closure wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720365838.XU CN206636603U (en) | 2017-04-07 | 2017-04-07 | Face sky old working compound closure wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206636603U true CN206636603U (en) | 2017-11-14 |
Family
ID=60248015
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720365838.XU Withdrawn - After Issue CN206636603U (en) | 2017-04-07 | 2017-04-07 | Face sky old working compound closure wall |
Country Status (1)
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106837419A (en) * | 2017-04-07 | 2017-06-13 | 兖州煤业股份有限公司 | Face sky old working compound closure wall and its method of construction |
| CN108005654A (en) * | 2017-11-27 | 2018-05-08 | 淮南矿业(集团)有限责任公司 | Face upward and adopt large-mining-height working surface and cross old working construction technology |
| CN111088989A (en) * | 2019-12-12 | 2020-05-01 | 大同煤矿集团有限责任公司 | Gob-side entry driving surrounding rock control method for fully mechanized caving section of extra-thick coal seam |
| WO2023156269A1 (en) * | 2022-02-15 | 2023-08-24 | Rheinisch-Westfälische Technische Hochschule (Rwth) Aachen | Apparatus and method for arranging and fixing an anchor in a drilled hole |
-
2017
- 2017-04-07 CN CN201720365838.XU patent/CN206636603U/en not_active Withdrawn - After Issue
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106837419A (en) * | 2017-04-07 | 2017-06-13 | 兖州煤业股份有限公司 | Face sky old working compound closure wall and its method of construction |
| CN106837419B (en) * | 2017-04-07 | 2019-05-28 | 兖州煤业股份有限公司 | Face sky old working compound closure wall and its method of construction |
| CN108005654A (en) * | 2017-11-27 | 2018-05-08 | 淮南矿业(集团)有限责任公司 | Face upward and adopt large-mining-height working surface and cross old working construction technology |
| CN108005654B (en) * | 2017-11-27 | 2020-04-28 | 淮南矿业(集团)有限责任公司 | Construction process for overhead mining large-mining-height working face old roadway passing |
| CN111088989A (en) * | 2019-12-12 | 2020-05-01 | 大同煤矿集团有限责任公司 | Gob-side entry driving surrounding rock control method for fully mechanized caving section of extra-thick coal seam |
| WO2023156269A1 (en) * | 2022-02-15 | 2023-08-24 | Rheinisch-Westfälische Technische Hochschule (Rwth) Aachen | Apparatus and method for arranging and fixing an anchor in a drilled hole |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20171114 Effective date of abandoning: 20190528 |
|
| AV01 | Patent right actively abandoned |