CN101581229A - Method for drilling and sealing holes through high-pressure water injection under coal mine - Google Patents

Method for drilling and sealing holes through high-pressure water injection under coal mine Download PDF

Info

Publication number
CN101581229A
CN101581229A CNA2009100122154A CN200910012215A CN101581229A CN 101581229 A CN101581229 A CN 101581229A CN A2009100122154 A CNA2009100122154 A CN A2009100122154A CN 200910012215 A CN200910012215 A CN 200910012215A CN 101581229 A CN101581229 A CN 101581229A
Authority
CN
China
Prior art keywords
sealing
water injection
hole
drilling
sleeve pipe
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CNA2009100122154A
Other languages
Chinese (zh)
Inventor
孙学会
孔宪德
孙鹏
吕玉国
吕惠平
吴元良
盛继权
徐圣池
李松林
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
FUSHUN MINING IND GROUP Co Ltd
Original Assignee
FUSHUN MINING IND GROUP Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by FUSHUN MINING IND GROUP Co Ltd filed Critical FUSHUN MINING IND GROUP Co Ltd
Priority to CNA2009100122154A priority Critical patent/CN101581229A/en
Publication of CN101581229A publication Critical patent/CN101581229A/en
Pending legal-status Critical Current

Links

Images

Landscapes

  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

The invention discloses a method for drilling and sealing holes through high-pressure water injection under a coal mine. The method comprises the following steps: drilling a borehole on a coal body first, wherein the depth of the borehole is between 10 and 15 meters and the bore diameter phi is 89 millimeters; continuously drilling a borehole of which the bore diameter phi is 42 millimeters inwards in the borehole of which the bore diameter phi is 89 millimeters; inserting a hole sealing sleeve into the borehole of which the bore diameter phi is 89 millimeters, wherein the hole sealing sleeve adapts to the length of the borehole of which the bore diameter phi is 89 millimeters, the wall of the sleeve is provided with a plurality of small holes, and polyurethane is used for sealing the holes at the orifices of the holes; and inserting a water injection pipe into the hole sealing sleeve, and injecting Mali powder into the hole sealing sleeve to seal the holes. The packing material can reach the strength after 10 to 20 minutes, and water is injected into the boreholes through the water injection pipe. The method has the advantages of reasonable design, simple structure, convenient and quick transportation and demounting, high hole sealing speed, good effect, high endured water injection pressure, and long service time.

Description

Method for drilling and sealing holes through high-pressure water injection under coal mine
One, technical field
The method of drilling and sealing when the present invention relates to a kind of colliery industry and coal body being carried out high pressure water injection in the down-hole.
Two, background technology
The outstanding top of bump, spontaneous combustion of coal, coal dust and top board all is the great disaster of serious threat Safety of Coal Mine Production, not only can cause the damage of installations and facilities, and the coal resources loss also can cause casualties.Coal body is carried out high pressure water injection, is a kind of effective ways of administering above-mentioned disaster.At first use rig that coal body is drilled, boring aperture generally adopts ∮ 42mm, and drilling depth, angle, layout density are specifically decided according to the condition of coal seam occurrence and the water filling purpose that will reach.Then water injection pipe is inserted in the boring, seal drilling orifice, use high pressure water-injection pump in boring, to inject water under high pressure by water injection pipe.The structure of coal is changed, cause intensity to descend, the ability drop of savings elastic energy, and increase with the ability that the plastic strain mode consumes elastic energy, can significantly reduce the generation on bump and outstanding top.The increase of coal institute water content, temperature reduce after the water filling, adhere to oxygen and gas amount and reduce, and be very beneficial for control coal dust and spontaneous fire.Influencing the factor of high pressure water injection effect maximum, is exactly the sealing of hole effect.Traditional method for sealing generally is to use the water filling of ∮ 25mm sebific duct, with rubber hole packer sealing of hole; Or adopt single iron pipe water filling, use yellow mud, cement sealing of hole in the aperture.Using rubber hole packer sealing of hole is to make rubber hole packer turgor pressure tieholen wall seal boring by water under high pressure, and the sealing of hole effect is bad, have a large amount of water with the water injecting pump start-stop and reflux in the hole, and hole sealing depth is limited.Using single iron pipe to add yellow mud, cement sealing of hole is iron pipe to be stretched into the boring back carry out sealing of hole at aperture perfusion yellow mud and cement, need mix cement at the scene, construction technology complexity, engineering quantity are bigger, hardening of cement needs for a long time, and uses and can form the slit between the cement and hole wall after a period of time and leak.In case the sealing of hole failure is leaked, the current short circuit refluxes, and water filling is just with inoperative.Repeat construction and not only strengthen engineering quantity, loss material also can be wasted the plenty of time, affects hazard management opportunity adversely.
Three, summary of the invention
The purpose of this invention is to provide a kind of method for drilling and sealing holes through high-pressure water injection under coal mine fast and effectively, can under high-pressure state, guarantee water-tightly, reach due water injection pressure.
The technical solution used in the present invention is: method for drilling and sealing holes through high-pressure water injection under coal mine is the boring of first drilling depth 10~15m, aperture ∮ 89mm on coal body, the boring that ∮ 42mm is beaten in continuation inwards in the boring of ∮ 89mm again, then the sealing of hole sleeve pipe is inserted in the boring of ∮ 89mm, the boring length of sealing of hole sleeve pipe and ∮ 89mm adapts, some small holes are arranged on the tube wall, use the polyurethane sealing of hole in the aperture; Again water injection pipe is inserted in the sealing of hole sleeve pipe, and in the sealing of hole sleeve pipe, annotate the diffusing sealing of hole of Mary.
On sealing of hole outside of sleeve 0.5~2m tube wall, there is not hole; The diffusing ascending pipe of welding Mary on the tube wall of sealing of hole sleeve pipe outer end; In the flanged plate shutoff of sealing of hole sleeve pipe outer end.
Filler can reach intensity through 10~20min time, by water injection pipe water filling in boring.The present invention is reasonable in design, and is simple in structure, and transportation, dismounting is convenient, and sealing of hole speed is fast, effective, and bears the water injection pressure height, and service time is long.
Four, description of drawings
Fig. 1 is the inventive method schematic diagram;
Fig. 2 is the A-A sectional drawing of Fig. 1;
Fig. 3 is the B-B sectional drawing of Fig. 1;
Fig. 4 is the C-C sectional drawing of Fig. 1;
Fig. 5 is the D-D sectional drawing of Fig. 1.
Five, the specific embodiment
Method for drilling and sealing holes through high-pressure water injection under coal mine, be the boring 3 of boring dark 10m, aperture ∮ 89mm on coal body, in the boring of ∮ 89mm, continue the boring 4 of drilling depth 90m, aperture ∮ 42mm inwards again, after having constructed, long 2 writing brushes of 10 1m are connected to form sealing of hole sleeve pipe 2 by screw thread 10, insert in the boring 3 of ∮ 89mm and connect fastening.On the tube wall of 9 pipes in inboard of forming sealing of hole sleeve pipe 2, plurality of holes 8 is arranged, do not have hole on the outermost root canal wall, use polyurethane 11 fillings between 1 meter boring 3 with ∮ 89mm in sealing of hole sleeve pipe 2 outer ends.Again with long 4 being in charge of by screw thread 10 and connecting to form water injection pipe 1 of 10 2m, insert in the sealing of hole sleeve pipe 2 and the 10m distance that surpasses ∮ 89mm reaming 3 stretches in the ∮ 42mm boring 4.On sealing of hole sleeve pipe 2 outer end tube walls, be welded with the diffusing ascending pipe 7 of Mary in 1 writing brush footpath; Sealing of hole sleeve pipe 2 outer ends are connected fastening with water injection pipe 1 usefulness rubber seal 12 with bolt 6 the sealing of hole sleeve pipe 2 that is welded with flanged plate 5 with flanged plate 5 shutoff.Mary diffusing 9 is injected in the sealing of hole sleeve pipes 2 from the diffusing ascending pipe 7 of Mary with grouting pump, the Mary looses and 9 to be filled in the boring 3 of ∮ 89mm and the spaces in the sealing of hole sleeve pipe 2 by the hole on the sealing of hole sleeve pipe 28, makes the boring 3 of sealing of hole sleeve pipe 2, water injection pipe 1 and ∮ 89mm form an integral body.Filler can reach intensity through 10~20min time, by water injection pipe 1 water filling in boring 4.

Claims (4)

1, a kind of method for drilling and sealing holes through high-pressure water injection under coal mine, it is characterized in that: the boring (3) of first drilling depth 10~15m, aperture ∮ 89mm on coal body, in the boring (3) of ∮ 89mm, continue the boring of hole diameter ∮ 42mm inwards (4) again, then sealing of hole sleeve pipe (2) is inserted in the boring (3) of ∮ 89mm, sealing of hole sleeve pipe (2) adapts with boring (3) length of ∮ 89mm, some small holes (8) are arranged on the tube wall, use polyurethane (11) sealing of hole in the aperture; Again water injection pipe (1) is inserted in the sealing of hole sleeve pipe (2), and in sealing of hole sleeve pipe (2), annotate diffusing (9) sealing of hole of Mary.
2, method for drilling and sealing holes through high-pressure water injection under coal mine according to claim 1 is characterized in that: do not have hole on the 0.5~2m tube wall of sealing of hole sleeve pipe (2) outside; The diffusing ascending pipe (7) of welding Mary on the tube wall of sealing of hole sleeve pipe (2) outer end; Use flanged plate (5) shutoff in sealing of hole sleeve pipe (2) outer end.
3, method for drilling and sealing holes through high-pressure water injection under coal mine according to claim 1 is characterized in that: sealing of hole sleeve pipe (2) adopts long 2 writing brushes of the 1m composition that is threaded; Water injection pipe (1) adopts 2m long 4 to be in charge of the composition that is threaded.
4, method for drilling and sealing holes through high-pressure water injection under coal mine according to claim 3, it is characterized in that: in the diffusing ascending pipe (7) of Mary loose the Mary (9) injection sealing of hole sleeve pipes (2), Mary diffusing (9) was filled into the interior space that reaches in the sealing of hole sleeve pipe (2) of boring (3) of ∮ 89mm by the hole (8) on the sealing of hole sleeve pipe (2) with grouting pump.
CNA2009100122154A 2009-06-25 2009-06-25 Method for drilling and sealing holes through high-pressure water injection under coal mine Pending CN101581229A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNA2009100122154A CN101581229A (en) 2009-06-25 2009-06-25 Method for drilling and sealing holes through high-pressure water injection under coal mine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNA2009100122154A CN101581229A (en) 2009-06-25 2009-06-25 Method for drilling and sealing holes through high-pressure water injection under coal mine

Publications (1)

Publication Number Publication Date
CN101581229A true CN101581229A (en) 2009-11-18

Family

ID=41363532

Family Applications (1)

Application Number Title Priority Date Filing Date
CNA2009100122154A Pending CN101581229A (en) 2009-06-25 2009-06-25 Method for drilling and sealing holes through high-pressure water injection under coal mine

Country Status (1)

Country Link
CN (1) CN101581229A (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102071962A (en) * 2010-12-24 2011-05-25 中国矿业大学 Method for sealing downward hole
CN103541679A (en) * 2013-10-16 2014-01-29 中国矿业大学 Method for sealing underground hydraulic fracture drilled hole of coal mine in combined manner
CN103806914A (en) * 2014-01-27 2014-05-21 冀中能源峰峰集团有限公司大淑村矿 Coal mining method for coal and gas outburst mine
CN103939126A (en) * 2014-03-31 2014-07-23 解波 Coal seam water injection method of coal mining working face
CN105114118A (en) * 2015-08-21 2015-12-02 贵州大学 Flat hole gas extraction structure and implementing method thereof
CN106437715A (en) * 2016-11-25 2017-02-22 河南理工大学 Prevention and treatment method of large-mining-height coal mining working face rib spalling roof fall
CN106978986A (en) * 2017-03-09 2017-07-25 大同煤矿集团有限责任公司 Special thickness comprehensive coal face coal body high pressure water injection hole long range method for sealing
CN117569302A (en) * 2024-01-15 2024-02-20 中国电建集团西北勘测设计研究院有限公司 Water injection spiral drilling pore-forming construction method suitable for saline-alkali soil
US20240264054A1 (en) * 2022-01-20 2024-08-08 Shandong University Of Science And Technology Method for estimating contribution rate of elastic energy of top plate during instability catastrophe of deep gas-containing coal body

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102071962B (en) * 2010-12-24 2012-10-24 中国矿业大学 Method for sealing downward hole
CN102071962A (en) * 2010-12-24 2011-05-25 中国矿业大学 Method for sealing downward hole
CN103541679B (en) * 2013-10-16 2016-11-23 中国矿业大学 Method for sealing underground hydraulic fracture drilled hole of coal mine in combined manner
CN103541679A (en) * 2013-10-16 2014-01-29 中国矿业大学 Method for sealing underground hydraulic fracture drilled hole of coal mine in combined manner
CN103806914A (en) * 2014-01-27 2014-05-21 冀中能源峰峰集团有限公司大淑村矿 Coal mining method for coal and gas outburst mine
CN103806914B (en) * 2014-01-27 2015-11-11 冀中能源峰峰集团有限公司大淑村矿 A kind of coal and gas outburst mine coal-mining method
CN103939126A (en) * 2014-03-31 2014-07-23 解波 Coal seam water injection method of coal mining working face
CN105114118A (en) * 2015-08-21 2015-12-02 贵州大学 Flat hole gas extraction structure and implementing method thereof
CN106437715A (en) * 2016-11-25 2017-02-22 河南理工大学 Prevention and treatment method of large-mining-height coal mining working face rib spalling roof fall
CN106437715B (en) * 2016-11-25 2019-10-25 河南理工大学 A kind of control method of high working face coal working face side fall roof
CN106978986A (en) * 2017-03-09 2017-07-25 大同煤矿集团有限责任公司 Special thickness comprehensive coal face coal body high pressure water injection hole long range method for sealing
US20240264054A1 (en) * 2022-01-20 2024-08-08 Shandong University Of Science And Technology Method for estimating contribution rate of elastic energy of top plate during instability catastrophe of deep gas-containing coal body
CN117569302A (en) * 2024-01-15 2024-02-20 中国电建集团西北勘测设计研究院有限公司 Water injection spiral drilling pore-forming construction method suitable for saline-alkali soil
CN117569302B (en) * 2024-01-15 2024-04-05 中国电建集团西北勘测设计研究院有限公司 Water injection spiral drilling pore-forming construction method suitable for saline-alkali soil

Similar Documents

Publication Publication Date Title
CN101581229A (en) Method for drilling and sealing holes through high-pressure water injection under coal mine
CN107313716B (en) Drilling method for coal-bed gas well crossing goaf by composite plugging broken rock at hole bottom
CN104314508A (en) Hole sealing method for coal bed gas drainage drill hole
CN104948133B (en) The slip casting plugging device and its technique of a kind of suitable high-pressure high-flow drilling water burst
CN101769271B (en) Deep-well oil-extraction external flow-channel direct and reverse circulation freely-throwing jet injector oil production method and device
CN103912238A (en) Passive up hole grouting hole sealing and check plug and grouting hole sealing method
CN102251797A (en) Device and method for gas drilling, cementing and hole sealing for coal mines
CN101319604B (en) Inverse squeezing tie-back sealing plug
CN201547428U (en) Three-dimensional seal tensile oil bushing connector
CN203007953U (en) Inflatable grouting type slurry-stopping plug for hollow grouting anchor rod
CN202348210U (en) Orifice blowout preventer for drilling
CN201891391U (en) Sealing connecting structure for high-pressure water delivering drill rod
CN201196059Y (en) Oil well cementing system
CN203603155U (en) Novel double-size grouting end mixing device
CN215408561U (en) Mining hole sealing bag
CN102477850A (en) Method and system for fixing coal-bed gas extraction wells
CN104481452A (en) Method for sealing holes drilled through variable-frequency impulse grouting drilling
CN205225301U (en) Multiple anticorrosive stock of multiplicable anchor power
CN113187429A (en) Mining hole sealing bag
CN110219615B (en) Coal seam pulsating water injection drilling hole sealing device and hole sealing method
CN202866732U (en) Hole opening plugging device and gas extraction system
CN208168908U (en) A kind of high intensity seamless drilling pipe of anti-pulling
CN206503587U (en) A kind of circulating packer of coal petrography water presplitting
CN102926697B (en) Port closing device, gas drainage system and port closing method
CN202596653U (en) Pre-filling delay solidification packing well completion packer

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C02 Deemed withdrawal of patent application after publication (patent law 2001)
WD01 Invention patent application deemed withdrawn after publication

Open date: 20091118