CN106368631B - Clean shaft bottom and Counterboring apparatus in underground - Google Patents

Clean shaft bottom and Counterboring apparatus in underground Download PDF

Info

Publication number
CN106368631B
CN106368631B CN201610958171.4A CN201610958171A CN106368631B CN 106368631 B CN106368631 B CN 106368631B CN 201610958171 A CN201610958171 A CN 201610958171A CN 106368631 B CN106368631 B CN 106368631B
Authority
CN
China
Prior art keywords
nozzle
reaming
drill bit
cleaning
bit
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.)
Active
Application number
CN201610958171.4A
Other languages
Chinese (zh)
Other versions
CN106368631A (en
Inventor
赵健
张贵才
徐依吉
韩烈祥
周卫东
李伟成
万夫磊
杨洋洋
郭文卿
李建波
周毅
靳纪军
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.)
China University of Petroleum East China
Original Assignee
China University of Petroleum East China
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 China University of Petroleum East China filed Critical China University of Petroleum East China
Priority to CN201610958171.4A priority Critical patent/CN106368631B/en
Publication of CN106368631A publication Critical patent/CN106368631A/en
Application granted granted Critical
Publication of CN106368631B publication Critical patent/CN106368631B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B21/00Methods or apparatus for flushing boreholes, e.g. by use of exhaust air from motor
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B10/00Drill bits
    • E21B10/26Drill bits with leading portion, i.e. drill bits with a pilot cutter; Drill bits for enlarging the borehole, e.g. reamers
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B10/00Drill bits
    • E21B10/60Drill bits characterised by conduits or nozzles for drilling fluids
    • E21B10/61Drill bits characterised by conduits or nozzles for drilling fluids characterised by the nozzle structure
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/18Drilling by liquid or gas jets, with or without entrained pellets
    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/28Enlarging drilled holes, e.g. by counterboring

Abstract

The invention belongs to field of oil drilling, more particularly to nozzle and cleaning and reaming bit under a kind of underground cleaning shaft bottom and Counterboring apparatus, including steel grit injection tank, connection short circuit, reaming top nozzle, reaming.High-pressure slurry reaches underground after steel grit injection tank is mixed with steel grit and connect short circuit, connects and is symmetrical arranged nozzle under reaming top nozzle and reaming on short circuit, reaming top nozzle, which adjusts nozzle, can realize that steel grit jet stream spray angle is adjusted.After mud and particle enter drill bit inner flow passage, impact mud cake and neighbouring rock are sprayed from drill bit reaming jet nozzle and drill bit cleaning nozzle respectively.Nozzle, reaming top nozzle can realize that three-level reaming acts under drill bit reaming jet nozzle, reaming, may be selected to carry out cleaning shaft bottom operation using blind hole nozzle or carry out ream operation, can also select the type and quantity of nozzle.The present invention can efficiently complete cleaning shaft bottom operation and ream operation, and effectively removing shaft bottom, nearby pollutant restores oil gas circulation passage, efficiently realizes underground major diameter ream operation.

Description

Clean shaft bottom and Counterboring apparatus in underground
Technical field
The present invention relates to a kind of underground cleaning shaft bottom and Counterboring apparatus, belong to petroleum drilling completion field.
Background technology
The drilling mud that oil drilling uses includes other additives such as water, oil, clay, minerals, heavy weight additive, drilling well mud Slurry reaches shaft bottom drill bit from well head by well drilling pipe column, and cutting carring returns to well head from annular space after mud is sprayed by drill bit.Mud The particle of the clay, the heavy weight additive that are added in slurry etc. is thinner, and drill bit generates cutting grain generally also relatively carefully.For prevent well kick, The head of liquid of the generation of the accidents such as blowout, drilling mud is generally higher than the pressure of formation fluid.Contain in layer of oil gas production rock There is a large amount of hole, is interconnected by runner between hole.Since mud pressure is higher than strata pressure, the fluid meeting in mud Enter in formation pore under differential pressure action, the fine graineds such as remaining clay, heavy weight additive, landwaste are then attached to the table of formation rock Face forms mud cake.The presence of mud cake can reduce formation rock permeability, after particle enters formation pore and throat in mud, meeting Hole and runner are blocked, formation fluid is hindered to flow in pit shaft, results in the pollution of layer of oil gas production near wellbore zone.After a well is drilled Mud cake can remove it by various methods, but easy-clear is not allowed in the pollution of near wellbore zone, because solid particle is being pressed It is entered in formation pore and throat under the action of difference, causes fluid in stratum that cannot pass through near wellbore zone rock.Due to Near wellbore zone Polluted area is relatively thin, and close to pit shaft, can be improved by measures such as acidifications, but imitate in many cases Fruit is less desirable.
Drill out in existing wellbore lower part that larger diameter wellbore is extremely important in drilling process, also just usually said reaming Operation.Diameter is less than top hole diameter when reaming bit or tool not reaming, and such reaming bit or tool can lead to Cross top hole.Progress down-hole handling situations are needed to have:It forms large hole and carries out casing cementing, tripping in inflatable sleeves Drilling tool is blocked on pipe, the stratum that prevents from collapsing.Down-hole drill bit or tool usually have special shape and structure, achieve the goal It after layer, can trail, but since underground space is limited, drill bit and tool may not open completely, or after stretching out Structure is unreliable, and the borehole diameter drilled out is caused to be less than design borehole diameter.And after reaming bit or tool are stretched out, rotating During drilling, four weekly assemblies of drill bit or tool are constantly worn, the serious failure that may result in broaching equipment, or even can Broaching equipment can be caused to fall shaft bottom.
Steel grit jet stream breaking technique for rock is remarkably improved the broken rock speed of hard formation, and steel grit jet stream can quick penetration metal Or metal material.By the way that the steel particle of 1%-5% is added in mud, steel grit is carried to downhole drill bit or is cut by mud Head is cut, steel grit accelerates to spray from nozzle, with up to a million frequency impact rocks per minute or other materials surface, realizes rock The efficiency crushing of stone or other materials.The steel grit being crushed is carried into well head, after being recycled by magnetic separating device, again by It is injected into mud and recycles.The technology can be applied in underground cleaning shaft bottom and ream operation, be penetrated using high speed steel grit Percussion is flowed, can efficiently realize that near wellbore zone pollutant removes the ream operation with wellbore.
The present invention proposes a kind of underground cleaning shaft bottom and Counterboring apparatus, can efficiently complete cleaning shaft bottom operation and reaming is made Industry greatly improves the efficiency in underground cleaning shaft bottom and ream operation, effective to remove shaft bottom pollutant recovery nearby gas stream Circulation passage efficiently completes underground major diameter ream operation.
Invention content
The technical problem to be solved by the present invention is to:Offer one kind, which can carry out shaft bottom cleaning operation, can also carry out shaft bottom reaming Near wellbore zone pollutant is efficiently removed in operation, realizes underground cleaning shaft bottom and the Counterboring apparatus of underground major diameter ream operation.
Underground cleaning shaft bottom of the present invention and Counterboring apparatus, including slush pump, mud pit, steel grit injection tank, the fire hose Head, turntable, drilling rod, drill collar, connection short circuit, reaming top nozzle, nozzle, cleaning and reaming bit under reaming, drill bit reaming jet nozzle, Drill bit cleaning nozzle, magnetic separating device composition.Mud pit is connected by pipeline with slush pump, and slush pump is connected by high pressure line Steel grit injection tank, steel grit injection tank are connect by high pressure line connection tap, turntable is arranged in tap lower part, and turntable can drive brill Bar rotates, and drill collar is arranged in the lower part of drilling rod, and drill collar is connected through a screw thread with short circuit is connect, and connects and is symmetrical arranged 2 expansions on short circuit Nozzle under hole top nozzle and 2 reamings, connection short circuit lower part are arranged drill bit, 2 drill bit reaming jet nozzles and 2 are symmetrical arranged on drill bit A drill bit cleaning nozzle, magnetic separating device are arranged in well head.
Slush pump sucks mud pit mud, after pressure slurry is formed high-pressure slurry, injects tank, steel grit injection by steel grit After steel grit and high-pressure slurry pass sequentially through tap, drilling rod, drill collar after mixing in tank, reach connection short circuit, connects and set on short circuit Nozzle under reaming top nozzle and reaming is set, nozzle is connected by screw thread with short circuit is connect respectively under reaming top nozzle and reaming, pressure Nozzle under reaming top nozzle and reaming is pressed on connection short circuit, and is welded clamp nut by welding by tight nut.Connection After the connection cleaning of short circuit lower part and reaming bit, steel grit and mud enter cleaning and reaming bit inner flow passage, into drill bit reaming Nozzle and drill bit cleaning nozzle.When carrying out shaft bottom cleaning operation, steel grit and mud enter in drill bit cleaning nozzle, steel grit from Drill bit cleaning nozzle is sprayed with 0~30 ° of spray angle, and the angle of drill bit cleaning nozzle axis and connection short circuit axis is 20~ 40 °, after the sub- high speed impact of steel grit, the oblique impact mud cake of steel grit jet stream and neighbouring rock, steel grit jet stream only can impact grinding wellbore Neighbouring mud cake and part rock, achieve the purpose that rapid cleaning wellbore.When carrying out down-hole operation, steel grit and mud difference Nozzle interior runner under into drill bit reaming jet nozzle, reaming top nozzle, reaming is sprayed from nozzle is adjusted, and adjusting nozzle can adjust The angle of steel grit jet stream is saved, steel grit and mud high speed spray, and steel grit impacts formation rock with high speed and frequency, and drill bit expands Nozzle outer rim is suitable apart from drill axis distance and borehole diameter under hole nozzle, reaming top nozzle and reaming, therefore steel grit jet stream Operation relatively short distance can impact wellbore surface rock, realize the efficiency crushing of rock, achieve the effect that reaming.Adjust nozzle stream Road is more conducive to the acceleration of particle, while nozzle, reaming top nozzle under drill bit reaming jet nozzle, reaming for the circular arc-conical surface-cylindrical structure Outer rim is sequentially increased at a distance from connection short circuit axis, therefore three-level reaming effect may be implemented, under reaming on nozzle and reaming Nozzle can proceed with the ream operation of deeper distance, after three-level ream operation, it will it is more regular to form larger diameter Reaming wellbore, while may be selected to carry out cleaning shaft bottom operation using blind hole nozzle or carrying out ream operation, can also select to spray The type and quantity of mouth.
The beneficial effects of the invention are as follows:
Steel grit sprays impact mud cake and neighbouring rock from drill bit cleaning nozzle with angle adjustable high speed, can be quickly clear at a high speed Except mud cake and neighbouring rock, achieve the purpose that rapidly and efficiently to clean wellbore.Adjusting nozzle flow channel is the circular arc-conical surface-cylindrical structure The more conducively acceleration of particle, after steel grit is by the way that nozzle, reaming top nozzle spray under drill bit reaming jet nozzle, reaming, with adjustable angle High speed impact near wellbore rock is spent, after three kinds of nozzle three-level ream operations, it will efficiently quickly form major diameter and more advise Reaming wellbore then, while may be selected to carry out cleaning shaft bottom operation using blind hole nozzle or carrying out ream operation, it can also select The type and quantity of nozzle.
Description of the drawings
Fig. 1 is the structural schematic diagram of the present invention.
In figure:1, slush pump 2, mud pit 3, steel grit injection tank 4, tap 5, turntable 6, drilling rod 7, drill collar 8, Nozzle 13, cleaning and reaming bit 14, magnetic separation under stratum 9, mud cake 10, connection short circuit 11, reaming top nozzle 12, reaming Separator.
Fig. 2 is the diagrammatic cross-section of reaming top nozzle of the present invention.
In figure:11-1, reaming top nozzle adjust nozzle 11-2, reaming top nozzle housing 11-3, clamp nut 11-4, Adjust sealed nozzle circle 11-5, clamp nut welding groove.
Fig. 3 is the diagrammatic cross-section of present invention cleaning and reaming bit.
In figure:13-1, drill body 13-2, drill bit reaming jet nozzle housing 13-3, drill bit reaming jet nozzle adjust nozzle 13-4, drill bit cleaning nozzle housing 13-5, drill bit cleaning nozzle adjust nozzle 13-6, drill bit inner flow passage 13-7, drill bit reaming Sealed nozzle circle 13-8, drill bit cleaning nozzle sealing ring.
Specific implementation mode
The present invention is described further below in conjunction with the accompanying drawings:
As shown in Figure 1, quickly continuous window sidetracking device of the present invention, including:Slush pump 1, mud pit 2, steel grit It injects under tank 3, tap 4, turntable 5, drilling rod 6, drill collar 7, stratum 8, mud cake 9, connection short circuit 10, reaming top nozzle 11, reaming Nozzle 12, cleaning and reaming bit 13, magnetic separating device 14.Slush pump 1 sucks 2 mud of mud pit, and pressure slurry is formed After high-pressure slurry, tank 3 is injected by steel grit, tap 4 is passed sequentially through after steel grit and high-pressure slurry mixing, turntable 5, drilling rod 6, is bored Quickly after 7, reaches connection short circuit 10, connect and be symmetrical arranged nozzle 12 under 2 reaming top nozzles 11 and 2 reamings, steel grit on short circuit Stratum 8 is impacted after being sprayed from nozzle 12 under hole top nozzle 11 and reaming, steel grit jet stream high speed impact is crushed bottom rock, realizes fast Speed completes ream operation.After steel grit and slurry mixture enter cleaning and reaming bit 13, by cleaning the spray with reaming bit 13 Mouth sprays, and impacts mud cake 9, and steel grit jet stream can only impact mud cake and neighbouring rock, realize rapid cleaning wellbore operations.
As shown in Fig. 2, the internal structure of reaming top nozzle, including reaming top nozzle adjust nozzle 11-1, reaming top nozzle Housing 11-2, clamp nut 11-3, sealed nozzle circle 11-4, clamp nut welding groove 11-5 are adjusted.Reaming top nozzle adjusts spray Mouth 11-1 is embedded on reaming top nozzle housing 11-2, and incline bench is arranged among reaming top nozzle housing 11-2, can prevent from expanding Hole top nozzle adjusts nozzle 11-1 and falls off under high pressure effect, and reaming top nozzle, which adjusts nozzle 11-1, can realize that steel grit jet stream sprays Angular adjustment, it is twice O-ring seal to adjust sealed nozzle circle 11-4, and setting adjusts nozzle 11-1 and reaming in reaming top nozzle Between top nozzle housing 11-2, play the role of sealing slurry or steel grit.Reaming top nozzle housing 11-2 is threadedly attached to company It connects on short circuit 10, reaming top nozzle housing 11-2 axis are vertical with connection 10 axis of short circuit, and clamp nut 11-3 will by screw thread Reaming top nozzle housing 11-2 is fixed on connection short circuit 10, while by clamp nut welding groove 11-5 by clamp nut 11-3, which is weldingly fixed on, to be connect on short circuit 10, prevents from falling off in the reaming top nozzle housing 11-2 courses of work.
As shown in figure 3, the internal structure of cleaning and reaming bit, including drill body 13-1, drill bit reaming jet nozzle housing 13-2, drill bit reaming jet nozzle adjust nozzle 13-3, drill bit cleaning nozzle housing 13-4, drill bit cleaning nozzle adjust nozzle 13-5, Drill bit inner flow passage 13-6, drill bit reaming jet nozzle sealing ring 13-7, drill bit cleaning nozzle sealing ring 13-8.Drill bit reaming jet nozzle housing 13-2 is threadedly attached on drill body 13-1, and drill bit reaming jet nozzle housing 13-2 axis and drill axis are vertical, drill bit Reaming jet nozzle adjusts nozzle 13-3 and is embedded on drill bit reaming jet nozzle housing 13-2, setting among drill bit reaming jet nozzle housing 13-2 Incline bench can prevent drill bit reaming jet nozzle from adjusting nozzle 13-3 and fall off under high pressure effect, and drill bit reaming jet nozzle adjusts nozzle The adjusting of steel grit jet stream spray angle may be implemented in 13-3, and drill bit reaming jet nozzle sealing ring 13-7 is twice O-ring seal, setting Between drill bit reaming jet nozzle adjusts nozzle 13-3 and drill bit reaming jet nozzle housing 13-2, play the role of sealing slurry or steel grit. After mud and steel grit enter drill bit inner flow passage 13-6, respectively enters drill bit reaming jet nozzle and adjust nozzle 13-3 and drill bit cleaning spray Mouth adjusts nozzle 13-5.Drill bit reaming jet nozzle adjusts nozzle 13-3 and protrudes drill bit certain length, and drill bit cleaning nozzle adjusts nozzle 13-5 also protrudes drill bit certain length.Drill bit cleaning nozzle adjusts nozzle 13-5 and is embedded on drill bit cleaning nozzle housing 13-4, Incline bench is set among drill bit cleaning nozzle housing 13-4, can prevent drill bit cleaning nozzle from adjusting nozzle 13-5 and be acted in high pressure Under fall off, drill bit cleaning nozzle adjusts nozzle 13-5 and the adjusting of steel grit jet stream spray angle may be implemented, and drill bit cleaning nozzle is close Seal 13-8 is twice O-ring seal, and setting adjusts nozzle 13-5 and drill bit cleaning nozzle housing 13-4 in drill bit cleaning nozzle Between, play the role of sealing slurry or steel grit.Drill bit cleaning nozzle housing 13-4 axis and cleaning and 13 axis of reaming bit Angle be 20~40 °, steel grit jet stream can only remove mud cake 9 and nearby rock pollutant.

Claims (6)

1. a kind of underground cleaning shaft bottom and Counterboring apparatus, including slush pump (1), mud pit (2), steel grit injection tank (3), tap (4), turntable (5), drilling rod (6), drill collar (7), stratum (8), mud cake (9), connection short circuit (10), reaming top nozzle (11), reaming Lower nozzle (12), cleaning and reaming bit (13), magnetic separating device (14), slush pump (1) sucks mud pit (2) mud, high It presses mud to inject tank (3) by steel grit, tap (4), turntable (5), drilling rod is passed sequentially through after steel grit and high-pressure slurry mixing (6), after drill collar (7), reach connection short circuit (10), connect and be symmetrical arranged under 2 reaming top nozzles (11) and 2 reamings on short circuit Nozzle (12), steel grit impact stratum (8) after being sprayed from nozzle (12) under hole top nozzle (11) and reaming, steel grit and slurry mixture It into cleaning with after reaming bit (13), is sprayed with the nozzle of reaming bit (13) by cleaning, impact mud cake (9) and neighbouring rock Stone.
2. underground cleaning shaft bottom according to claim 1 and Counterboring apparatus, it is characterised in that:Reaming top nozzle adjusts nozzle (11-1) is embedded on reaming top nozzle housing (11-2), and incline bench, reaming are arranged among reaming top nozzle housing (11-2) Top nozzle adjusts the adjusting that steel grit jet stream spray angle can be achieved in nozzle (11-1), and it is twice O to adjust sealed nozzle circle (11-4) Type sealing ring, setting are adjusted in reaming top nozzle between nozzle (11-1) and reaming top nozzle housing (11-2), reaming top nozzle Housing (11-2) is threadedly attached on connection short circuit (10), reaming top nozzle housing (11-2) axis and connection short circuit (10) Axis is vertical, and reaming top nozzle housing (11-2) is fixed connection short circuit (10) by clamp nut (11-3) by screw thread On, while clamp nut (11-3) being weldingly fixed on by clamp nut welding groove (11-5) and is connect on short circuit (10).
3. underground cleaning shaft bottom according to claim 1 and Counterboring apparatus, it is characterised in that:Drill bit reaming jet nozzle housing (13-2) is threadedly attached on drill body (13-1), drill bit reaming jet nozzle housing (13-2) axis and cleaning and reamer Head (13) axis is vertical, and drill bit reaming jet nozzle adjusts nozzle (13-3) and is embedded on drill bit reaming jet nozzle housing (13-2), drill bit Incline bench is set among reaming jet nozzle housing (13-2), and drill bit reaming jet nozzle adjusts nozzle (13-3) and steel grit jet stream spray can be achieved The adjusting of firing angle degree, drill bit reaming jet nozzle sealing ring (13-7) are twice O-ring seal, and setting is adjusted in drill bit reaming jet nozzle sprays Between mouth (13-3) and drill bit reaming jet nozzle housing (13-2), after mud and particle enter drill bit inner flow passage (13-6), respectively Nozzle (13-3) is adjusted into drill bit reaming jet nozzle and drill bit cleaning nozzle adjusts nozzle (13-5), and drill bit cleaning nozzle adjusts spray Mouth (13-5) is embedded on drill bit cleaning nozzle housing (13-4), and benchboard is arranged among drill bit cleaning nozzle housing (13-4) Rank, drill bit cleaning nozzle sealing ring (13-8) be twice O-ring seal, setting drill bit cleaning nozzle adjust nozzle (13-5) and Between drill bit cleaning nozzle housing (13-4).
4. underground cleaning shaft bottom according to claim 1 and Counterboring apparatus, it is characterised in that:Reaming top nozzle (11) axis And distance is 0.5~5 times of cleaning and reaming bit (13) diameter between nozzle (12) axis under reaming, reaming top nozzle adjusts spray Angle between mouth (11-1) axis and reaming top nozzle housing (11-2) axis is 0~30 °, i.e. spray angle adjustable range is 0~30 °, reaming top nozzle adjust nozzle (11-1) runner be the circular arc-conical surface-cylindrical structure, arc length, conical surface length and Body length ratio is 3:4:6.
5. underground cleaning shaft bottom according to claim 1 and Counterboring apparatus, it is characterised in that:Drill bit reaming jet nozzle adjusts spray Mouth (13-3) outer rim protrudes 0.2~0.6 times of cleaning of cleaning and reaming bit (13) outer rim and reaming bit (13) diameter, drill bit are clear Clean cut-out governing nozzle (13-5) outer rim protrudes 0.1~0.5 times of cleaning and reaming bit (13) diameter, and drill bit reaming jet nozzle is adjusted Angle is 0~30 ° between nozzle (13-3) and drill bit reaming jet nozzle housing (13-2), i.e., spray angle adjustable range be 0~ 30 °, drill bit cleaning nozzle housing (13-4) axis is 20~40 ° with cleaning and reaming bit (13) axis angle, drill bit cleaning Cut-out governing nozzle (13-5) axis is 0~20 ° with drill bit cleaning nozzle housing (13-4) axis angle.
6. underground cleaning shaft bottom according to claim 1 and Counterboring apparatus, it is characterised in that:Drill bit reaming jet nozzle adjusts spray Nozzle (12), reaming top nozzle (11) outer rim are sequentially increased at a distance from connection short circuit axis under mouth (13-3), reaming, distance Difference is 0.05 times of cleaning and reaming bit (13) diameter, therefore can realize that three-level reaming acts on, nozzle (12) and reaming under reaming Top nozzle (11) can proceed with the ream operation for more deepening distance, after three-level ream operation, it will form larger diameter More regular reaming wellbore, while may be selected to carry out cleaning shaft bottom operation using blind hole nozzle or carrying out ream operation, also may be used To select the type and quantity of nozzle.
CN201610958171.4A 2016-10-28 2016-10-28 Clean shaft bottom and Counterboring apparatus in underground Active CN106368631B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610958171.4A CN106368631B (en) 2016-10-28 2016-10-28 Clean shaft bottom and Counterboring apparatus in underground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610958171.4A CN106368631B (en) 2016-10-28 2016-10-28 Clean shaft bottom and Counterboring apparatus in underground

Publications (2)

Publication Number Publication Date
CN106368631A CN106368631A (en) 2017-02-01
CN106368631B true CN106368631B (en) 2018-08-14

Family

ID=57893676

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610958171.4A Active CN106368631B (en) 2016-10-28 2016-10-28 Clean shaft bottom and Counterboring apparatus in underground

Country Status (1)

Country Link
CN (1) CN106368631B (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108425661B (en) * 2018-04-16 2024-01-16 中国石油大学(华东) Continuous oil pipe steel shot jet perforation device
CN110005377B (en) * 2019-04-02 2021-04-06 中国地质科学院勘探技术研究所 Method for building vertical well bottom chamber
CN110989302A (en) * 2019-12-29 2020-04-10 无锡中微掩模电子有限公司 General acid-resistant arm for mask photoresist stripping
CN113431498B (en) * 2021-07-21 2023-02-10 辽宁工程技术大学 Pulse gas coal breaking and reaming device

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7793741B2 (en) * 2003-04-16 2010-09-14 Pdti Holdings, Llc Impact excavation system and method with injection system
CN101586441B (en) * 2009-07-01 2012-09-19 煤炭科学研究总院重庆研究院 High-pressure water jet system and method for drilling and enlarging holes on coal bed
CN102022078A (en) * 2009-09-11 2011-04-20 中国石化集团胜利石油管理局钻井工艺研究院 Particle percussive drilling method and device
CN102767333B (en) * 2011-05-06 2014-09-03 中国石油天然气集团公司 Particle impact drilling simulation experiment method and device thereof
CN202157747U (en) * 2011-06-23 2012-03-07 中国石油天然气集团公司 Particle impact drilling device for steel particle slurry of direct pump

Also Published As

Publication number Publication date
CN106368631A (en) 2017-02-01

Similar Documents

Publication Publication Date Title
CN106368631B (en) Clean shaft bottom and Counterboring apparatus in underground
CN102493794B (en) Mixing wastewater with air liquid jet drilling is quincunx radially horizontal well coal bed methane exploring method
CN110617044B (en) Ultrahigh-pressure water jet slotting system and using method thereof
CN106321032B (en) Underground particle stream flow perforating system
CN106320985B (en) Coal seam high-pressure water jet drill, which expands, cuts integrated permeability improvement device and its method
US7343987B2 (en) Impact excavation system and method with suspension flow control
CA3064815C (en) Self-carrying abrasive type hydraulic slotting drill bit
US20160084083A1 (en) Borehole Mining System and Methods Using Sonic-Pulsed Jetting Excavation and Eductor Slurry Recovery Apparatus
US3081828A (en) Method and apparatus for producing cuts within a bore hole
CN102086756A (en) Hole-dilating drill for pressure reduction and speed acceleration
US5219247A (en) Method of forming consolidating earth columns by injection, the relevant plant with double chamber pneumatic hammer boring drill and the resulting column
CN109653691B (en) Hydraulic and mechanical compound controllable rock debris bed cleaning tool
CN102777138A (en) Method combining coiled tubing with supercritical CO2 for jet-flow sand washing plugging removal
CN109281628B (en) Abrasive particle jet flow blockage removal and yield increase device for continuous oil pipe
CN103835653A (en) Self-propelled rock debris grinding material straight-spinning jet mixing flow drill bit
CN206397485U (en) Underground particle stream flow perforating system
US3231031A (en) Apparatus and method for earth drilling
CN102345445A (en) Drill bit for particle impact drilling technology
US9995127B1 (en) Low-frequency pulsing sonic and hydraulic mining method
CN114893152A (en) Mixed gas-water pulse jet flow blockage removing pipe column in sand control screen pipe
CN101988369A (en) Pressure-reducing and speed-accelerating drill flow channel structure and drill
CN202073498U (en) Chambering type pressure-reduction acceleration drill bit
CN108915619B (en) Concentric tube rock debris suction crushing device suitable for double-gradient drilling
CN203867474U (en) Drill bit structure suitable for fast drilling pelinite
CN101942967A (en) Bit hydraulic structure capable of reducing pressure and accelerating speed and drilling bit

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant