CN107476807A - A kind of coal seam tight roof fracturing method for weakening - Google Patents

A kind of coal seam tight roof fracturing method for weakening Download PDF

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Publication number
CN107476807A
CN107476807A CN201710933990.8A CN201710933990A CN107476807A CN 107476807 A CN107476807 A CN 107476807A CN 201710933990 A CN201710933990 A CN 201710933990A CN 107476807 A CN107476807 A CN 107476807A
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China
Prior art keywords
fracturing
hole
liquid nitrogen
liquid
pipe
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CN201710933990.8A
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Chinese (zh)
Inventor
张建国
翟成
吕有厂
徐吉钊
张晋京
孙勇
杨永锋
张瑞皋
王满
仝艳军
董若蔚
李耀民
王英伟
寇建新
陈召繁
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China University of Mining and Technology CUMT
Pingdingshan Tianan Coal Mining Co Ltd
China Pingmei Shenma Energy and Chemical Group Co Ltd
Original Assignee
China University of Mining and Technology CUMT
Pingdingshan Tianan Coal Mining Co Ltd
China Pingmei Shenma Energy and Chemical Group Co Ltd
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Application filed by China University of Mining and Technology CUMT, Pingdingshan Tianan Coal Mining Co Ltd, China Pingmei Shenma Energy and Chemical Group Co Ltd filed Critical China University of Mining and Technology CUMT
Priority to CN201710933990.8A priority Critical patent/CN107476807A/en
Publication of CN107476807A publication Critical patent/CN107476807A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21CMINING OR QUARRYING
    • E21C41/00Methods of underground or surface mining; Layouts therefor
    • E21C41/16Methods of underground mining; Layouts therefor
    • E21C41/18Methods of underground mining; Layouts therefor for brown or hard coal
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21CMINING OR QUARRYING
    • E21C37/00Other methods or devices for dislodging with or without loading
    • E21C37/06Other methods or devices for dislodging with or without loading by making use of hydraulic or pneumatic pressure in a borehole
    • E21C37/14Other methods or devices for dislodging with or without loading by making use of hydraulic or pneumatic pressure in a borehole by compressed air; by gas blast; by gasifying liquids

Abstract

The invention discloses a kind of coal seam tight roof fracturing method for weakening, comprise the following steps:First fracturing hole is drilled through to top plate, then liquid nitrogen is injected into roof strata with pulsating using insulation casing, pulsating fatigue damages and the coupling of liquid nitrogen cryogenics cold shock can significantly weaken roof strata self-strength, crack is formed around fracturing hole when vapor pressure exceedes rock stratum tensile strength, is finally recycled nitrogen.This method integrates fatigue weakening, cold shock and gasification expansion three's advantage, the gas-liquid two-phase flowing pressure group on the one hand constantly increased by the volume formed in the drilling confined space, rock stratum internal temperature rapid drawdown is induced thermal stress and produces;On the other hand, pulsating method for implanting causes nitrogen biphase gas and liquid flow to flow in crack rapidly, accelerates crack propagation speed, finally realizes effectively being caving for roof strata.This method construction is simple is convenient, and cost is relatively low, applied widely.

Description

A kind of coal seam tight roof fracturing method for weakening
Technical field
The present invention relates to a kind of coal seam tight roof fracturing method for weakening, is primarily adapted for use in rich in clay matrix, fine and close heavily fortified point Hard difficulty collapse roof strata effective caving work in, can combine pulsating fatigue weakening characteristic, liquid nitrogen cryogenics cold shock effect, The advantage of the aspect of gas fracturing effect three, realizes that roof strata high efficiency is caving.
Background technology
In China, high intensity, big thickness, the tight roof of preferable globality are distributed widely in each mining area.With coal The exploitation of charcoal resource and the iterative method of working face, the top plate area of suspension roof that stope is internally formed gradually increase, if cannot Effectively it is caving, the supporting intensity and difficulty in stope region will certainly be increased.In the progradation of working face, tight roof rock stratum Periodic weighting or First Weighting Interval of Main constantly increase, and substantial amounts of energy is constantly gathered, when the load and top plate of overlying rock Rock stratum deadweight sum, i.e. σOverlying+GDeadweight, more than the ultimate strength σ of roof stratausWhen, overall fracture will occur and be caving, limited Hurricane accident is easily induced in stope space, tunnel facility is destroyed and causes casualties, influence mine normal production progress.
At present, for the problem that is caving of hard and compact roof strata, passed through in traditional sense frequently with a series of pre- fracturing sides Formula carries out overhead caving, makes to produce crack inside fine and close globality roof strata, is caving its bulk, avoids the hair of hurricane accident It is raw.Common pre- fracturing mode has deep hole blasting, high-pressure hydraulic pressure break, water filling reduction etc..There is certain for these technologies Limitation, for example, shock wave caused by deep hole blasting easily triggers coal and rock stress disturbance, it is often accompanied by miss-firing or phenomena such as miso-fire Occur;High-pressure hydraulic pressure break and water filling reduction consume substantial amounts of water resource, and the water resource that with the addition of chemical reagent is easier to make Into pollution, in addition, when containing substantial amounts of clay inside roof strata, clay water swelling is easily caused, does not reach fracturing and collapses The effect fallen.Therefore, for the roof strata rich in clay matrix effectively being caving, need badly a kind of cost it is relatively low, it is easy to operate, The good fracturing method of effect avoids the generation of hurricane accident that tight roof large area caving is triggered.
The content of the invention
Goal of the invention:Problem effectively is caving the present invention be directed to the tight roof rock stratum rich in clay matrix, is proposed Coal seam tight roof fracturing method for weakening, this method can make full use of liquid nitrogen under cryogenic, be injected using pulsating Method, reduction fracturing is carried out to roof strata.
To achieve these goals, present invention employs following technical scheme:A kind of coal seam tight roof fracturing reduction Method, comprise the following steps:
A, drill:After actual mining elapses a segment distance forward, collapsed hard top to the difficulty in stope region using rig Multiple fracturing holes and pilot hole are drilled through inside slate layer, fracturing hole and pilot hole are spaced, and waterpower is utilized on fracturing hole top Slotting device cuts out wedge-shaped slot;
B, prepared by liquid nitrogen:Air compressor is connected by exhaust pipe with cooling unit, negative pressure is installed on exhaust pipe Blower fan, air is compressed by air compressor, compressed air via cooling unit cooling liquid, and then forms liquid Nitrogen, then by liquid nitrogen storage in liquid nitrogen storage tank;
C, sealing of hole:First insulation casing is inserted in fracturing hole, then the high compression swelling hole packer of gas injection is extend into insulation casing It is interior, the length that depth is less than insulation casing is stretched into, between insulation casing outer wall and fracturing hole inwall, insulation casing inwall and gas injection Carry out cohering closure by ethylene glycol antifreeze between high compression swelling hole packer outer wall, finally pass through fracturing pipe and muffler The high compression swelling hole packer of gas injection is simultaneously extend into fracturing hole, and return-air stop valve is installed on muffler;
D, pulsation injection liquid nitrogen:Liquid nitrogen storage tank is connected with liquid injection pipe, on liquid injection pipe install topping-up pump, equivalent current divider and Pressure gauge, liquid injection pipe is connected by one-way cock with fracturing pipe, closes return-air stop valve, open the feed flow on liquid nitrogen storage tank Valve, the liquid nitrogen in liquid nitrogen storage tank is injected into fracturing hole by liquid injection pipe and fracturing pipe, as pressure gauge numerical value P>During 2.5MPa, The electric machine frequency of topping-up pump is adjusted to by 4Hz, and injection liquid nitrogen ten minutes into fracturing hole by frequency modulator, then passes through frequency modulator The electric machine frequency of topping-up pump is gradually heightened, the electric machine frequency for often heightening a topping-up pump just injects liquid nitrogen very into fracturing hole Clock, until pressure gauge numerical value P<During 0.5MPa, topping-up pump and supplying valve are closed;
E, nitrogen recycling:Muffler is connected to exhaust pipe, after pulsation injection liquid nitrogen process terminates, return-air is opened and cuts Only valve, by nitrogen by negative-pressure air fan extraction to extraction pipeline, perform liquid nitrogen preparation process.
F, constantly elapsing forward with stope, successively according to above-mentioned steps a to e, is there is roof strata Effect is across falling.
Further, the spacing between the fracturing hole and pilot hole is 4~5m.
Further, the fracturing hole and guiding orifice angle are inclined upwardly 30~60 ° along goaf direction, hole depth 8- 10m, aperture 30-35cm.
Further, the fracturing pipe, liquid injection pipe, muffler use frost-cracking-preventing seamless steel pipe, in frost-cracking-preventing seamless steel The rock wool containing insulating characteristicses, asbestos or glass fibre are cased with inside pipe.
Further, the temperature controlling range of the cooling unit is -250~-10 DEG C.
Further, antirust agent is added with the ethylene glycol antifreeze.
Further, the blast control range of the negative-pressure air fan is -0.8MPa~-1.2MPa, in negative-pressure air fan inlet air Mouth one air cleaner of arrangement, prevents rock stratum disintegrating slag enters in negative-pressure air fan from breaking down.
Further, in step d, the electric machine frequency of the topping-up pump heightens 4Hz every time.
Beneficial effect:Used above-mentioned technical proposal, being can be by pulsating fatigue weakening characteristic, liquid nitrogen cryogenics cold shock Effect, the aspect of gas fracturing effect three carry out organic coupling, and then solve the hard globality roof strata rich in clay matrix. Fracturing medium sources are extensive used in this method, account for 78% in an atmosphere, using air compressor and freeze unit by gaseous nitrogen atmosphere Mutually become liquid nitrogen, the nitrogen after acting on can also be recycled, and will not cause environmental pollution.In mechanism of action side Face, on the one hand by different injected frequencies, liquid nitrogen is caused different degrees of cold shock to roof strata, cause temperature inside rock stratum Rapid drawdown is spent, the zone of action forms certain thermograde, and rock stratum itself is weakened under fatigue accumulation and temperature stress coupling mechanism Intensity;Another aspect liquid nitrogen gasification constantly produces nitrogen, and the gas-liquid two-phase that volume constantly increases is formed in the drilling confined space Blend pressure group, the tensile strength for eventually exceeding rock stratum form crack.In addition, with the continuous extension in crack, pulsating injection Method causes biphase gas and liquid flow to flow in crack rapidly, accelerates crack propagation speed, finally realizes effectively collapsing for roof strata Fall.This method construction is simple is convenient, and cost is relatively low, applied widely.
Brief description of the drawings
Fig. 1 is the schematic diagram of tight roof fracturing method for weakening in coal seam of the present invention;
Fig. 2 is that coal seam tight roof causes drilling schematic diagram;
Fig. 3 is insulation casing diagrammatic cross-section;
In Fig. 1:1-difficulty collapses tight roof rock stratum;2-fracturing hole;2-1 wedge shape slots;3-pilot hole;4-fracturing pipe; 5-insulation casing;The high compression swelling hole packer of 6-gas injection;7-pressure gauge;8-one-way cock;9-liquid injection pipe;10-equivalent point Flow device;11-topping-up pump;12-frequency modulator;13-supplying valve;14-return-air stop valve;15-liquid nitrogen storage tank;16-liquid nitrogen; 17-muffler;18-exhaust pipe;19-negative-pressure air fan;20-cooling unit;21-air compressor;
In Fig. 2:1-difficulty collapses tight roof rock stratum;2-fracturing hole;3-pilot hole;22- stopes;I-mined out Area;II-coal seam;III-tunnel;IV-stope region;
In Fig. 3:5-1-tube wall;5-2-tube chamber.
Embodiment:
Further explanation is done to the present invention below in conjunction with the accompanying drawings.
As illustrated in fig. 1 and 2, a kind of coal seam tight roof fracturing method for weakening of the invention, comprises the following steps:
A, drill:After stope 22 elapses a segment distance forward, collapsed using rig to the difficulty in stope region hard Multiple fracturing holes 2 and pilot hole 3 are drilled through inside roof strata 1, fracturing hole 2 and pilot hole 3 are spaced, on the top of fracturing hole 2 Wedge-shaped slot 2-1 is cut out using hydraulic slotted liner technique device;
B, prepared by liquid nitrogen:Air compressor 21 is connected by exhaust pipe 18 with cooling unit 20, on exhaust pipe 18 Negative-pressure air fan 19 is installed, is compressed air by air compressor 21, compressed air via the cooling coolant of unit 20 Change, and then form liquid nitrogen 16, then liquid nitrogen 16 is stored in liquid nitrogen storage tank 15;
C, sealing of hole:First insulation casing 5 is inserted in fracturing hole 2, as shown in figure 3, the tube wall 5-1 of insulation casing 5 is in ripple Shape, then the high compression swelling hole packer 6 of gas injection is extend into the tube chamber 5-2 of insulation casing 5, depth is stretched into less than insulation casing 5 Length, between the outer wall of insulation casing 5 and the inwall of fracturing hole 2, the inwall of insulation casing 5 and the high outer wall of compression swelling hole packer 6 of gas injection it Between carry out cohering closure by ethylene glycol antifreeze, antirust agent is added with the ethylene glycol antifreeze, ethylene glycol antifreeze can The inwall of fracturing hole 2 is infiltrated into block the wall of a borehole facial cleft gap, so as to ensure air-tightness, is finally worn fracturing pipe 4 and muffler 17 Cross the high compression swelling hole packer 6 of gas injection and extend into fracturing hole 2, return-air stop valve 14 is installed on muffler 17;
D, pulsation injection liquid nitrogen:Liquid nitrogen storage tank 15 is connected with liquid injection pipe 9, topping-up pump 11, equivalent point are installed on liquid injection pipe 9 Device 10 and pressure gauge 7 are flowed, liquid injection pipe 9 is connected by one-way cock 8 with fracturing pipe 4, closes return-air stop valve 14, opens liquid nitrogen Supplying valve 13 on storage tank 15, the liquid nitrogen 16 in liquid nitrogen storage tank 15 is injected into fracturing hole 2 by liquid injection pipe 9 and fracturing pipe 4, As the numerical value P of pressure gauge 7>During 2.5MPa, the electric machine frequency of topping-up pump 11 is adjusted to by 4Hz by frequency modulator 12, and into fracturing hole 2 Inject liquid nitrogen 160 minutes, the electric machine frequency of topping-up pump 11 is then gradually heightened by frequency modulator 12, it is preferred that the topping-up pump 11 electric machine frequency heightens 4Hz every time, i.e., progressively heightens the electric machine frequency of topping-up pump 11 to 8Hz, 12Hz, 16Hz, 20Hz ..., Often heighten the electric machine frequency of a topping-up pump 11 and liquid nitrogen just injected into fracturing hole 2 160 minutes, in the process, on the one hand according to By different injected frequencies, liquid nitrogen is caused different degrees of cold shock to rock stratum, cause rock stratum internal temperature rapid drawdown, rock stratum is rushed Hit region and form certain thermograde, rock stratum self-strength is weakened under fatigue accumulation and temperature stress coupling mechanism, it is another Aspect liquid nitrogen gasification constantly produces nitrogen, and the gas-liquid two-phase blend pressure that volume constantly increases is formed in the drilling confined space Group, the tensile strength for eventually exceeding rock stratum form crack, and with the continuous extension in crack, pulsating method for implanting causes gas-liquid two Mutually stream is flow in crack rapidly, accelerates crack propagation speed, finally realizes effectively being caving for rock stratum, the numerical value of pressure gauge 7 is with rock Layer is caving and declined, until the numerical value P of pressure gauge 7<During 0.5MPa, topping-up pump 11 and supplying valve 13 are closed;
E, nitrogen recycling:Muffler 17 is connected to exhaust pipe 18, after pulsation injection liquid nitrogen process terminates, opened back Gas stop valve 14, by nitrogen by the extraction of negative-pressure air fan 19 to extraction pipeline 18, perform liquid nitrogen preparation process.
F, as shown in Fig. 2 stope 22 constantly elapses forward along tunnel, stope 22 is every to elapse forward one After segment distance, just form one piece of stope region, stope region rear be goaf, with actual mining towards continuous push away forward Move, successively according to above-mentioned steps a to e, roof strata is carried out effectively across falling.
In the present embodiment, the spacing between the fracturing hole 2 and pilot hole 3 is 4~5m, and fracturing hole 2 and pilot hole 3 Inclination angle be 30~60 °, hole depth is 8~10m, and aperture is 30~35cm;The fracturing pipe 4, liquid injection pipe 9, muffler 18 are adopted With frost-cracking-preventing seamless steel pipe, and the rock wool containing insulating characteristicses, asbestos or glass fibre are cased with inside frost-cracking-preventing seamless steel pipe;Institute The temperature controlling range for stating cooling unit 20 is -250~-10 DEG C;The blast control range of the negative-pressure air fan 19 is -0.8MPa ~-1.2MPa, blower fan relevant parameter are specially:Air quantity is 3000m3/ h, rotating speed are 500 turns/min, a diameter of 800mm of fan blade, An air cleaner is arranged in the air intake vent of negative-pressure air fan 19, prevents rock stratum disintegrating slag enters in negative-pressure air fan 19 from breaking down.
Described above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art For member, under the premise without departing from the principles of the invention, some improvements and modifications can also be made, these improvements and modifications also should It is considered as protection scope of the present invention.

Claims (8)

1. a kind of coal seam tight roof fracturing method for weakening, it is characterised in that comprise the following steps:
A, drill:After stope (22) elapses a segment distance forward, collapsed hard top to the difficulty in stope region using rig Multiple fracturing holes (2) and pilot hole (3) are drilled through inside slate layer (1), fracturing hole (2) and pilot hole (3) are spaced, in fracturing Wedge-shaped slot (2-1) is cut out using hydraulic slotted liner technique device in hole (2) top;
B, prepared by liquid nitrogen:Air compressor (21) is connected by exhaust pipe (18) with cooling unit (20), exhaust pipe (18) negative-pressure air fan (19) is installed on, is compressed air by air compressor (21), compressed air via cooler Group (20) cooling liquid, and then liquid nitrogen (16) is formed, then liquid nitrogen (16) is stored in liquid nitrogen storage tank (15);
C, sealing of hole:First insulation casing (5) is inserted in fracturing hole (2), then the high compression swelling hole packer (6) of gas injection is extend into thermal insulation In sleeve pipe (5), the length that depth is less than insulation casing (5) is stretched into, between insulation casing (5) outer wall and fracturing hole (2) inwall, absolutely Carry out cohering closure by ethylene glycol antifreeze between thermal sleeve (5) inwall and high compression swelling hole packer (6) outer wall of gas injection, most Fracturing pipe (4) and muffler (17) through the high compression swelling hole packer (6) of gas injection and are extend into fracturing hole (2), muffler afterwards (17) return-air stop valve (14) is installed on;
D, pulsation injection liquid nitrogen:Liquid nitrogen storage tank (15) is connected with liquid injection pipe (9), on liquid injection pipe (9) install topping-up pump (11), etc. Current divider (10) and pressure gauge (7) are measured, liquid injection pipe (9) is connected by one-way cock (8) with fracturing pipe (4), return-air is closed and cuts Only valve (14), the supplying valve (13) on liquid nitrogen storage tank (15) is opened, the liquid nitrogen (16) in liquid nitrogen storage tank (15) is passed through into liquid injection pipe (9) it is injected into fracturing pipe (4) in fracturing hole (2), as pressure gauge (7) numerical value P>During 2.5MPa, it will be noted by frequency modulator (12) The electric machine frequency of liquid pump (11) is adjusted to 4Hz, and injection liquid nitrogen (16) ten minutes in fracturing hole (2), then passes through frequency modulator (12) electric machine frequency of topping-up pump (11) is gradually heightened, often heightens the electric machine frequency of a topping-up pump (11) just to fracturing hole (2) Middle injection liquid nitrogen (16) ten minutes, until pressure gauge (7) numerical value P<During 0.5MPa, topping-up pump (11) and supplying valve (13) are closed;
E, nitrogen recycling:Muffler (17) is connected to exhaust pipe (18), after pulsation injection liquid nitrogen process terminates, opened back Gas stop valve (14), by nitrogen by negative-pressure air fan (19) extraction to extraction pipeline (18), perform liquid nitrogen preparation process.
F, constantly elapsing forward with stope, successively according to above-mentioned steps a to e, make roof strata carry out effectively across Fall.
A kind of 2. coal seam tight roof fracturing method for weakening according to claim 1, it is characterised in that the fracturing hole (2) spacing between pilot hole (3) is 4~5m.
A kind of 3. coal seam tight roof fracturing method for weakening according to claim 2, it is characterised in that the fracturing hole (2) it is inclined upwardly 30~60 °, hole depth 8-10m, aperture 30-35cm along goaf direction with pilot hole (3) angle.
A kind of 4. coal seam tight roof fracturing method for weakening according to claim 1, it is characterised in that the fracturing pipe (4), liquid injection pipe (9), muffler (17) use frost-cracking-preventing seamless steel pipe, are cased with inside frost-cracking-preventing seamless steel pipe containing adiabatic special Rock wool, asbestos or the glass fibre of property.
A kind of 5. coal seam tight roof fracturing method for weakening according to claim 1, it is characterised in that the cooling unit (20) temperature controlling range is -250~-10 DEG C.
6. a kind of coal seam tight roof fracturing method for weakening according to claim 1, it is characterised in that the ethylene glycol is prevented Freeze in liquid and be added with antirust agent.
A kind of 7. coal seam tight roof fracturing method for weakening according to claim 1, it is characterised in that:The negative-pressure air fan (19) blast control range is -0.8MPa~-1.2MPa, and an air cleaner is arranged in negative-pressure air fan (19) air intake vent, Prevent rock stratum disintegrating slag enters in negative-pressure air fan (19) from breaking down.
A kind of 8. coal seam tight roof fracturing method for weakening according to claim 1, it is characterised in that:It is described in step d The electric machine frequency of topping-up pump (11) heightens 4Hz every time.
CN201710933990.8A 2017-10-10 2017-10-10 A kind of coal seam tight roof fracturing method for weakening Pending CN107476807A (en)

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Cited By (15)

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CN108894782A (en) * 2018-07-31 2018-11-27 中南大学 A kind of low temperature frost heave fracturing induction ore body inbreak mining codes
CN109404039A (en) * 2018-12-07 2019-03-01 西安科技大学 A kind of device and method based on liquid nitrogen freezing method prevention and treatment coal bed drilling collapse hole
CN109556474A (en) * 2018-12-10 2019-04-02 中北大学 A method of cooled down using material and expands fracturing
CN109779597A (en) * 2019-03-06 2019-05-21 绍兴文理学院 The method and system of rock blast hazard prevention and control is realized using liquid nitrogen reduction coal body
CN110080764A (en) * 2019-05-29 2019-08-02 河南理工大学 Liquid nitrogen supercharging device, anti-reflection experimental system and experimental method using the device
CN110195580A (en) * 2019-05-27 2019-09-03 煤科集团沈阳研究院有限公司 A kind of gas-liquid two-phase synergy coal seam anti-reflection method
CN110685688A (en) * 2019-09-27 2020-01-14 中国矿业大学 Coal mine surrounding rock control method based on chemical modification
CN110700829A (en) * 2019-09-25 2020-01-17 中国矿业大学 Pressure device based on frost heaving force
CN111173513A (en) * 2020-03-16 2020-05-19 中国矿业大学 Low-temperature fracturing roof caving method for hard roof of coal mine goaf
CN111236907A (en) * 2019-12-20 2020-06-05 中国矿业大学 Liquid nitrogen circulating cold shock permeability increasing method based on multi-parameter monitoring
CN111980649A (en) * 2020-07-24 2020-11-24 中国矿业大学 Horizontal well low-temperature fluid enhanced heat exchange fracturing method
WO2021120701A1 (en) * 2019-12-20 2021-06-24 翟成 Coal seam permeability increasing method utilizing cyclic damage of liquid nitrogen cold impact and phase change gas
CN113107447A (en) * 2021-04-14 2021-07-13 中煤科工集团重庆研究院有限公司 Downhole porous section parallel dynamic fracturing system and construction method thereof
CN113338927A (en) * 2021-05-28 2021-09-03 中国矿业大学 Device based on liquid nitrogen-ice particle composite fracturing and method for breaking coal rock mass
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Cited By (23)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108894782A (en) * 2018-07-31 2018-11-27 中南大学 A kind of low temperature frost heave fracturing induction ore body inbreak mining codes
CN109404039A (en) * 2018-12-07 2019-03-01 西安科技大学 A kind of device and method based on liquid nitrogen freezing method prevention and treatment coal bed drilling collapse hole
CN109556474A (en) * 2018-12-10 2019-04-02 中北大学 A method of cooled down using material and expands fracturing
CN109779597A (en) * 2019-03-06 2019-05-21 绍兴文理学院 The method and system of rock blast hazard prevention and control is realized using liquid nitrogen reduction coal body
CN110195580A (en) * 2019-05-27 2019-09-03 煤科集团沈阳研究院有限公司 A kind of gas-liquid two-phase synergy coal seam anti-reflection method
CN110195580B (en) * 2019-05-27 2022-04-05 煤科集团沈阳研究院有限公司 Gas-liquid two-phase combined coal bed permeability increasing method
CN110080764A (en) * 2019-05-29 2019-08-02 河南理工大学 Liquid nitrogen supercharging device, anti-reflection experimental system and experimental method using the device
CN110080764B (en) * 2019-05-29 2024-01-26 河南理工大学 Liquid nitrogen supercharging device, anti-reflection experiment system using same and experiment method
CN110700829A (en) * 2019-09-25 2020-01-17 中国矿业大学 Pressure device based on frost heaving force
CN110685688B (en) * 2019-09-27 2021-01-01 中国矿业大学 Coal mine surrounding rock control method based on chemical modification
CN110685688A (en) * 2019-09-27 2020-01-14 中国矿业大学 Coal mine surrounding rock control method based on chemical modification
CN111236907A (en) * 2019-12-20 2020-06-05 中国矿业大学 Liquid nitrogen circulating cold shock permeability increasing method based on multi-parameter monitoring
CN111236907B (en) * 2019-12-20 2021-04-30 中国矿业大学 Liquid nitrogen circulating cold shock permeability increasing method based on multi-parameter monitoring
WO2021120701A1 (en) * 2019-12-20 2021-06-24 翟成 Coal seam permeability increasing method utilizing cyclic damage of liquid nitrogen cold impact and phase change gas
CN111173513B (en) * 2020-03-16 2020-11-27 中国矿业大学 Low-temperature fracturing roof caving method for hard roof of coal mine goaf
WO2021184694A1 (en) * 2020-03-16 2021-09-23 翟成 Cryogenic fracturing and roof caving method for hard roof in goaf of coal mine
CN111173513A (en) * 2020-03-16 2020-05-19 中国矿业大学 Low-temperature fracturing roof caving method for hard roof of coal mine goaf
CN111980649A (en) * 2020-07-24 2020-11-24 中国矿业大学 Horizontal well low-temperature fluid enhanced heat exchange fracturing method
CN113107447B (en) * 2021-04-14 2022-05-03 中煤科工集团重庆研究院有限公司 Downhole porous section parallel dynamic fracturing system and construction method thereof
CN113107447A (en) * 2021-04-14 2021-07-13 中煤科工集团重庆研究院有限公司 Downhole porous section parallel dynamic fracturing system and construction method thereof
CN113338927A (en) * 2021-05-28 2021-09-03 中国矿业大学 Device based on liquid nitrogen-ice particle composite fracturing and method for breaking coal rock mass
CN117266820A (en) * 2023-11-21 2023-12-22 太原理工大学 Hydraulic fracture propagation azimuth control method based on liquid nitrogen cooling reservoir
CN117266820B (en) * 2023-11-21 2024-01-23 太原理工大学 Hydraulic fracture propagation azimuth control method based on liquid nitrogen cooling reservoir

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Application publication date: 20171215