CN1091829C - Drill shank for drill drive - Google Patents

Drill shank for drill drive Download PDF

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Publication number
CN1091829C
CN1091829C CN97198080A CN97198080A CN1091829C CN 1091829 C CN1091829 C CN 1091829C CN 97198080 A CN97198080 A CN 97198080A CN 97198080 A CN97198080 A CN 97198080A CN 1091829 C CN1091829 C CN 1091829C
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CN
China
Prior art keywords
shank
hole
drill
boring
section
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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.)
Expired - Fee Related
Application number
CN97198080A
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Chinese (zh)
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CN1231017A (en
Inventor
海茵茨·格鲁博
托马斯·米勒
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IBI- safety Ltd
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Ibi- Safety Ltd
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Publication of CN1231017A publication Critical patent/CN1231017A/en
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    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B17/00Drilling rods or pipes; Flexible drill strings; Kellies; Drill collars; Sucker rods; Cables; Casings; Tubings
    • E21B17/02Couplings; joints
    • E21B17/03Couplings; joints between drilling rod or pipe and drill motor or surface drive, e.g. between drilling rod and hammer
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK 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
    • E21B21/02Swivel joints in hose-lines
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D20/00Setting anchoring-bolts
    • E21D20/02Setting anchoring-bolts with provisions for grouting
    • E21D20/028Devices or accesories for injecting a grouting liquid in a bore-hole

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Geology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • Physics & Mathematics (AREA)
  • Mechanical Engineering (AREA)
  • Structural Engineering (AREA)
  • Earth Drilling (AREA)
  • Processing Of Stones Or Stones Resemblance Materials (AREA)
  • Piles And Underground Anchors (AREA)
  • Drilling Tools (AREA)
  • Perforating, Stamping-Out Or Severing By Means Other Than Cutting (AREA)

Abstract

A drill shank for a drill drive, which drill shank has at one end a coupling section (3) to a drill anchoring rod and is provided with an axial bore (12) which extends into a section (9) and continues in a radial bore (11) for introducing a fluid medium into the bore anchoring rod in connection with a fixed adapter part which surrounds the drill shank in the area of the section (9). The fluid medium can be a rinsing medium such as water or air. It may also be a hardenable medium such as a mortar suspension. The drill shank is provided with another duct separated from the bore (12) for guiding a cooling medium. The thus designed drill shank links a drill anchoring rod to a drill drive and also serves to introduce into the drill anchoring rod all media required to drill a bore hole and to set an anchor, depending on the anchoring setting process.

Description

The shank of drive unit is used to hole
The present invention relates to a kind of shank of the drive unit that is used to hole.
This shank is well-known on principle.It boring drive unit such as fluid pressure type percussive drill and relative anchor particularly hole anchor pole relative end between as connecting elements and transmit all with this characteristic and comprise power and the moment that produces by boring work.
Know that drilled grout hole anchor pole (Injektionsbohranker) is as drilling rod or rock bolt.They carry out the function of drilling rod when forming a boring, vertical orifice flow that scouring media such as water, air also have hardenable medium such as cement suspension to pass through its center moves.Scouring media is used to cool off drill bit and washes away because boring process and at the rock particles that comes off of the bottom side of boring.If make boring in this way, then hardenable medium can be sent in this boring by vertical hole at its center this moment, the direction of this medium from foot of hole zone beginning along hell is full of the annular space around the drilling rod forward, and makes one between drilling rod and drill hole wall be connected after sclerosis.So, the anchor pole of holing this moment stay in the boring as " instrument of losing " and with an anchor head plate and supporting binding nut thereon with respect to drill hole wall all around externally air side be tightened.
Just use hardenable medium and when the boring anchor pole rotates, send into hardenable medium simultaneously in the boring stage in the filling stage, usually require to use the structural member that is arranged between shank and the relative boring anchor pole end, this hardenable medium is applicable to the rock of no affinity (Kohaesionarm) property, and this structural member is loaded with a connector part or a rotation filling device and by it flowable particularly hardenable medium is sent in the anchor pole of holing.According to the quality of different steel, in the scope of these members and shank and boring drive unit, when the grappling process finishes, with regard to the unclamping of described structural member and threads engage between the relative boring anchor pole, will produce difficulty.This be because, power of being transmitted in the scope of bore operation and moment often cause plastic strain thereby cause extremely fixing tightening, this afterwards thereby can only unclamp especially difficultly.In addition, the so-called structural member that is loaded with connector part is subjected to very big mechanical load.
By patent application DE-A-2459982 and DE-A-4432472 are known a kind of shank arranged, its is directly as the carrier that the connector part that is identified for carrying flowable medium is housed.Therefore it is used for directly engaging with the opposite end of boring anchor pole on the other hand with the boring drive unit on the one hand.This means, when the grappling process finishes, might unclamp the boring drive unit without difficulty, this be because, in the scope of boring drive unit, it is such to be unlike in the prior art described in the preamble, the variation that existence must be unclamped successively tighten quality.The restriction of unclamping that the normally spiral that unclamps the end that is subjected to shank and relative boring anchor pole of boring drive unit is connected.Shank has been done passage for this reason, can send in the boring anchor pole by the medium that it will flow with connector part.At this moment, for isolated boring drive unit and the unwished-for interaction of hardenable, flowable medium under the situation of for example seal failure, an important prerequisite must be proposed, promptly connector part particularly the section that is loaded with this part of shank be positioned at outside the structure of boring drive unit.Therefore, needn't worry to damage by the utilization that enlarges shank by above-mentioned meaning the function of boring drive unit.
The objective of the invention is to, consider the application target of expansion and develop a kind of described in front shank.Consider the application of boring drive unit in the scope of this anchorage method, this is particularly suitable, in the method, adopt a kind of hardenable medium as scouring media, or under the situation of boring anchor pole rotation, hardenable medium is sent in the boring in the boring stage.
Above-mentioned purpose can realize by this shank, it is at a boring drive unit and a boring anchor pole, be used as connector between the relative end of one drilling rod, it has a driving side, be used for the boring joining section that engages of drive unit and a slave end, be used for and the joining section that engages of boring anchor pole, and the hole that begins always to extend to a section from the end face of joining section along the axis of shank, described section is fixedly coupled the mating reaction of device part with one with respect to shank, at least a radial hole diverges out from described hole, wherein, be provided with one and separate the also promptly adjacent passage that passes shank in space and hole with joining section, this passage is used to carry cooling medium, and described passage forms along the hole that the axis direction of shank extends by one, and this hole is equipped with at least one and enters hole and at least one outlet opening.
Therefore, main points of the present invention are that shank also is provided with the passage that another is used to carry cooling medium, and it is independent of specifies the passage that is used to carry flowable medium.This cooling medium is admitted to and is discharged from another place in a suitable place in the structure of shank.For example this cooling medium can particularly be admitted in the above-mentioned passage by the device in the boring drive unit itself by the boring drive unit in known manner.
According to one aspect of the present invention, the joining section of slave end is designed to external thread section, and joining section be provided with an annular, be used for be screwed in it on the interactional supporting mass in relative end of boring anchor pole.Thus, can will reach on the shank reliably by the reaction force that boring work produces by a ring-shaped bearing body.This supporting mass can be screwed in to specify and be used for fixing on the joining section of shank with screw thread.This section of tightening so forms with respect to the section that is loaded with connector part, promptly after taking off above-mentioned supporting mass, connector part can be pulled up from shank, importantly, under any circumstance, connector part is with respect to the whole power that is produced by boring work with moment is thrown off fully and not be provided with by load ground.
To explain the present invention according to the embodiment that schematically describes in the drawings below.Wherein:
Fig. 1 shows view according to a shank of the present invention with local longitudinal profile;
Fig. 2 shows the view that is used for the connector part that cooperates with shank with local longitudinal profile;
Fig. 3 shows the shank end view corresponding with the planar I II-IV of Fig. 1.
With the axis of 1 representative according to shank of the present invention (Einsteckende), herein, its left end is specified the joining section 2 of making driving side, and another right-hand member is then specified the joining section 3 of making slave end.
Like this, in order to be bonded on the common fluid pressure type percussive drill (Bohrhammer), on joining section 2, make circumferential being used for and insert the tooth of determining 4 of corresponding corresponding contour shape, when bore operation, by needed the rotatablely moving of this teeth directional shank input around axis 1.Simultaneously, just impact energy is reached in the shank when the percussive drilling operation by this joining section 2 by end face 5.Therefore, shank is used for passing to drilling rod (Bohrstange) by what bore operation produced for creeping into necessary power and moment with whole.This power and moment will be according to needed drilling speed, frequency of impact, drill bit feeding etc. by in the joining section 2 input shanks.
Joining section 3 is used to be bonded on a not shown drilling rod and for example one has externally threaded drilled grout hole anchor pole (Injektionsbohranker), and external screw thread is preferably made round thread, drill rod thread or its similar item herein.
With the centre bore that 6 representatives are extended along the direction of axis 1, it be identified for carrying cooling medium and with one radially orientation enter hole 7 and its orientation is communicated with axis 1 outlet opening 8 at angle.In order to make the passage that forms by hole 6 to 8, can so carry out, promptly at first until doing, the starting point of outlet opening 8 portals 6 in end face 5 beginnings of shank, and do then and portal 7,8, particularly the zone of end face side 5 is sealed by hole 6 at joining section 2 subsequently.
Length by 6 to 8 passages of stipulating is considered decision by required cooling power.
In the installment state of shank, it with a boring drive unit for example a hydraulic shock rig link to each other, enter hole 7 and be positioned at the structure of this device driven of holing and be provided with cooling medium with suitable manner.Cooling medium flows through hole 6, carrying heat herein also leaves through outlet opening 8, this outlet opening all is in the structure outside of drive unit in any situation, with unshowned in the drawings, as to surround the opening of outlet opening 8 shell, can collect this cooling medium where necessary and send and use it for anything else, and after cooling, reuse under the possible situation.
The section 9 of shank is specified and is used for being contained in the connector part 10 shown in Fig. 2.Be provided with a hole 11 radially, that make the oval cross section in this section, this Kong Yuyi is communicated with along the hole 12 that the direction of axis 1 is extended, and this hole 12 passes to end face 13 in addition, and in addition, extend vertically in 12 in hole, until the zone that enters hole 11.The passage that forms by hole 11,12 is used for carrying selectively scouring media such as water or air, or hardenable medium such as cement suspension, synthetic resin mixture, or these media be close to mixture arbitrarily.Scouring media is used as the cooling of drilling rod and the rock particles that flushing produces in the drill bit scope owing to boring procedure in known manner when creeping into.Hardenable medium is used for this medium is sent into boring by vertical hole of the centre of anchor pole or drilling rod when for example adopting the drilled grout hole anchor pole, and is being used as their fixing in boring after the sclerosis.According to selected anchorage method, where necessary also can with hardenable medium for example cement suspension simultaneously as scouring media with as hardenable medium, so that in a concentrated course of work, make boring and will hole simultaneously (when the boring anchor pole rotates) irritates at least partly with hardenable medium.
Can be screwed in annular solids on the joining section 3 of slave end with 14 representatives, its is carried out the supporting functions of the drill pipe section that is screwed on this joining section 3 or anchor pole section or similar item and is used to bear the reaction force that is produced by boring work thus.
Connector part 10 is made up of fixing housing parts 15, this housing parts is with respect to the axis 1 rotation symmetry of shank, section 9. annular spaces 16 of encircles rod are connected with a union 18 by a through hole 17 that radially is orientated when forming annular space 16 simultaneously, this union can for example weld together with housing parts 15, and its free end is then done a thread segment 19 or other a joining section.
This outer tube joint 18 is bearing on the housing parts 15 by a gusset 20 that is located at the side.
The both sides end face of housing parts 15 is separately by follower 21 (Laufscheibe), and 22 form, and they are screwed on housing parts 15 and make for friction free synthetic materials such as polyamide (Polyamid) as far as possible with one.
By the sealing ring 23 that in the corresponding ring-type dimple of the housing parts 15 of the both sides of annular space 16, embeds, can obtain the side seal of annular space 16 in the scope of the part work that shank relative to each other moves, the sealing circle is in the both sides and section 9 sliding-contacts of annular space 16.
Sealing ring 23 and follower 21,22 are provided with on the bilateral symmetry of the radial mid-plane 24 of connector part 10 ground, and in addition, connector part is usually so on the section of being bearing in 9, so that hole 11 roughly is positioned at the scope of mid-plane 24.
Follower 21 is with respect to providing cushioning effect according to the load that frequency of impact produces vertically by percussive drilling work.
Thus, between boring drive unit and another driven boring bar, drilled grout hole anchor pole or its similar item, form a connecting elements according to shank of the present invention.It forms one simultaneously and for example imports the structural member of flowable medium by it in the latter under the situation of drilled grout hole grappling, and wherein, described medium can be scouring media or hardenable medium arbitrarily according to boring method or anchorage method.This shank provides cooling medium on the one hand by the passage that is separated from each other in the space, is making boring or needed flowable medium is provided when anchor pole moves downward on the one hand.Particularly, because this space separates, any interaction between drive unit and the described flowable medium of can interrupting holing, wherein flowable medium can for example be grey mass suspension.

Claims (3)

1. shank, it is at a boring drive unit and a boring anchor pole, be used as connector between the relative end of one drilling rod, it has a driving side, be used for the boring joining section (2) that engages of drive unit and a slave end, be used for and the joining section (3) that engages of boring anchor pole, and the hole (12) that always extends to a section (9) from end face (13) beginning of joining section (3) along the axis (1) of shank, described section (9) are fixedly coupled (10) mating reaction of device part with one with respect to shank, from described hole (12) radial hole (11) that diverges out at least, it is characterized by
-being provided with one separates also promptly adjacent with joining section (2) passage that passes shank in space and hole (11,12), and this passage is used to carry cooling medium, and
The hole (6) that-described passage extends by an axis along shank (1) direction forms, and this hole (6) are equipped with at least one and enter hole (7) and at least one outlet opening (8).
2. shank as claimed in claim 1 is characterized by, and enters hole (7) and outlet opening (8) radially extends with respect to axis (1).
3. as the shank of claim 1 or 2, it is characterized by,
The joining section of-slave end (3) is designed to external thread section, and
-joining section (3) be provided with an annular, be used for be screwed in it on the interactional supporting mass in relative end (14) of boring anchor pole.
CN97198080A 1996-09-19 1997-09-11 Drill shank for drill drive Expired - Fee Related CN1091829C (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19638464A DE19638464A1 (en) 1996-09-19 1996-09-19 Insert end for a drill drive
DE19638464.8 1996-09-19

Publications (2)

Publication Number Publication Date
CN1231017A CN1231017A (en) 1999-10-06
CN1091829C true CN1091829C (en) 2002-10-02

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN97198080A Expired - Fee Related CN1091829C (en) 1996-09-19 1997-09-11 Drill shank for drill drive

Country Status (7)

Country Link
EP (1) EP0928360B1 (en)
JP (1) JP2001505632A (en)
CN (1) CN1091829C (en)
AT (1) ATE200815T1 (en)
DE (2) DE19638464A1 (en)
TR (1) TR199900621T2 (en)
WO (1) WO1998012412A1 (en)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AU736016B2 (en) * 1996-06-04 2001-07-26 Jennmar Corporation A method for reinforcing rock with a tendon
SE0004002L (en) 2000-11-02 2001-10-22 Atlas Copco Rock Drills Ab rock Drill
SE525690C2 (en) * 2003-05-12 2005-04-05 Atlas Copco Rock Drills Ab Device for rock bolting as well as for automated rock bolting and method for rock bolting
SE531009C2 (en) * 2005-05-03 2008-11-18 Atlas Copco Rock Drills Ab Device and method for installing a rock bolt and a rock bolt installation rig
KR101456890B1 (en) * 2013-05-20 2014-11-20 주식회사 스토닉 Combination structure of spindle for machine tool
CA2922274C (en) * 2013-10-07 2017-10-24 Halliburton Energy Services, Inc. Quick connect for wellbore tubulars
CN106684605A (en) * 2016-12-26 2017-05-17 苏州沃森优金电子科技有限公司 Connector assembly
CH718961A2 (en) * 2021-09-15 2023-03-15 Studersond Ag Quick coupling for a rotating and at the same time percussive tool.
KR102679893B1 (en) * 2023-11-30 2024-06-28 권은진 Functional roller massager

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2268151A1 (en) * 1974-04-18 1975-11-14 Lorentz Mining drill tool carrier - has tool adaptor screwing onto spindle inside bush with coolant chambers
DE2459982A1 (en) * 1974-12-18 1976-07-01 Sandvik Ab Coupling means in a drilling machine
DE4432472A1 (en) * 1994-09-13 1996-03-14 Reburg Patentverwertungs Gmbh Method of setting a rock bolt and adapter part for use in such a method
DE29703692U1 (en) * 1997-03-02 1997-05-22 Kimm, Justus, 34576 Homberg Adapter for attaching a drill bit
DE19607988A1 (en) * 1996-03-01 1997-09-04 Reburg Patentverwertungs Gmbh Coupling connecting rotary drilling drive to injector transferring mortar into rock anchor

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2268151A1 (en) * 1974-04-18 1975-11-14 Lorentz Mining drill tool carrier - has tool adaptor screwing onto spindle inside bush with coolant chambers
DE2459982A1 (en) * 1974-12-18 1976-07-01 Sandvik Ab Coupling means in a drilling machine
DE4432472A1 (en) * 1994-09-13 1996-03-14 Reburg Patentverwertungs Gmbh Method of setting a rock bolt and adapter part for use in such a method
DE19607988A1 (en) * 1996-03-01 1997-09-04 Reburg Patentverwertungs Gmbh Coupling connecting rotary drilling drive to injector transferring mortar into rock anchor
DE29703692U1 (en) * 1997-03-02 1997-05-22 Kimm, Justus, 34576 Homberg Adapter for attaching a drill bit

Also Published As

Publication number Publication date
JP2001505632A (en) 2001-04-24
WO1998012412A1 (en) 1998-03-26
ATE200815T1 (en) 2001-05-15
EP0928360B1 (en) 2001-04-25
DE59703447D1 (en) 2001-05-31
EP0928360A1 (en) 1999-07-14
TR199900621T2 (en) 1999-06-21
DE19638464A1 (en) 1998-03-26
CN1231017A (en) 1999-10-06

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