CN108756758A - A kind of gob side entry driving thin coal pillar strengthening construction Counterboring apparatus - Google Patents

A kind of gob side entry driving thin coal pillar strengthening construction Counterboring apparatus Download PDF

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Publication number
CN108756758A
CN108756758A CN201810580214.9A CN201810580214A CN108756758A CN 108756758 A CN108756758 A CN 108756758A CN 201810580214 A CN201810580214 A CN 201810580214A CN 108756758 A CN108756758 A CN 108756758A
Authority
CN
China
Prior art keywords
card slot
drillstock
counterboring apparatus
drill bit
reaming
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
CN201810580214.9A
Other languages
Chinese (zh)
Inventor
邢天海
王波
王军
张立强
朱绪文
桂兵
王焕伟
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.)
Yanzhou Coal Mining Co Ltd
Yanzhou Coal Industry Co Ltd
Original Assignee
Yanzhou Coal Industry 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 Yanzhou Coal Industry Co Ltd filed Critical Yanzhou Coal Industry Co Ltd
Priority to CN201810580214.9A priority Critical patent/CN108756758A/en
Publication of CN108756758A publication Critical patent/CN108756758A/en
Pending legal-status Critical Current

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Classifications

    • 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
    • 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
    • E21B10/32Drill bits with leading portion, i.e. drill bits with a pilot cutter; Drill bits for enlarging the borehole, e.g. reamers with expansible cutting tools
    • 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
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/28Enlarging drilled holes, e.g. by counterboring

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • Mining & Mineral Resources (AREA)
  • Physics & Mathematics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Mechanical Engineering (AREA)
  • Earth Drilling (AREA)

Abstract

The present invention provides a kind of gob side entry driving thin coal pillar strengthening construction reaming bits comprising drillstock and drill bit, wherein is provided with the card slot being evenly arranged along the circumferencial direction of drillstock on drillstock, reamer piece is equipped in card slot;Drill bit is normal drill bit or reaming bit.The front end of reaming bit is provided with is unfolded from card slot and is closed the navigation button being accommodated in card slot for controlling reamer piece, and when pressing navigation button, reamer piece is unfolded from the card slot.

Description

A kind of gob side entry driving thin coal pillar strengthening construction Counterboring apparatus
Technical field
The present invention relates to coal mine Counterboring apparatus more particularly to a kind of gob side entry driving thin coal pillar strengthening construction to be filled with reaming It sets.
Background technology
Gob side entry driving is a kind of technology of China's coal-mine layout of actual mining roadway and maintenance, i.e., steady in upper curtate working face extraction After fixed, thin coal pillar is left along the mined out area edge of upper curtate to maintain this section working face extraction tunnel.Back mainly according to It is supported by thin coal pillar, and thin coal pillar is mainly made of coal, intensity is low, and self-bearing ability is limited, so needing the branch of reinforcement thin coal pillar Support ability.
Since the coal column both sides construction time is mostly at 1 year or more, goaf side is closed already when newly digging tunnel, existing skill The two-way reinforcing of coal column unilateral side construction may be implemented in swollen locking-type two-ended cables in art.But goaf side is often found in the construction process Slump is closely knit, and the space very little to play a role for swollen tapered end is even without space, therefore swollen locking-type two-ended cables are reinforced Optimum efficiency is often not achieved in coal column.Therefore, if the swollen of the swollen locking-type anchor cable of a confession can be bored at the certain depth of thin coal pillar The space that tapered end plays a role, then swollen locking-type two-ended cables reinforce this technology of coal column by not by whether have space limited and It plays one's part to the full.However existing mining drill bit can only bore isodiametric straight hole, i.e., whole bore dia is less than or equal to opening diameter. In boring the drilling of equal diameter straight hole, such drill bit is technically ripe, but can not develop a kind of whole bore dia so far The gob side entry driving thin coal pillar in sufficient space is provided adds to reinforce coal column and play one's part to the full to wear anchor cable more than opening diameter Gu construction Counterboring apparatus.
Invention content
The present inventor devises a kind of gob side entry driving thin coal pillar strengthening construction Counterboring apparatus in view of above-mentioned technical problem, When swollen locking-type two-ended cables are constructed, at drilling arrival designated depth, enlarged footing is formed using reaming bit, makes two-ended cables Both ends are pressurized when stress, change traditional inner end tension, the mechanical structure that outer end is pressurized, force structure is more scientific, to make Two-ended cables can bear the pulling capacity of bigger.
In order to achieve the above technical purposes, the present invention specifically uses following technical solution:
A specific implementation mode according to the present invention provides a kind of gob side entry driving thin coal pillar strengthening construction and is filled with reaming It sets, wherein Counterboring apparatus includes drillstock and the drill bit that is removably installed on drillstock;The circle along drillstock is provided on drillstock The card slot that circumferential direction is evenly arranged, is equipped with reamer piece in card slot, and drill bit is normal drill bit or reaming bit.
Counterboring apparatus according to an embodiment of the invention, wherein reaming bit front end is provided with to be expanded for controlling Hole drill piece is unfolded or is closed from card slot to be accommodated in navigation button in card slot, wherein when pressing navigation button, reamer piece from Card slot is unfolded.
Counterboring apparatus according to an embodiment of the invention, wherein the original state diameter of reaming bit is bored with common The diameter of head is identical.
Counterboring apparatus according to an embodiment of the invention, wherein card slot is 2~5.
Counterboring apparatus according to an embodiment of the invention, wherein when reamer piece is unfolded from card slot, deployment diameter It is 3~7 times of original state diameter.
Counterboring apparatus according to an embodiment of the invention, wherein reamer piece is articulated and connected with drillstock.
Counterboring apparatus according to an embodiment of the invention, wherein a diameter of 50~70mm of normal drill bit.
Counterboring apparatus according to an embodiment of the invention, wherein reamer piece is made of high-temperature alloy material.
A specific implementation mode according to the present invention provides a kind of Counterboring apparatus pair using any one as described above The method that gob side entry driving thin coal pillar carries out strengthening construction comprising following steps:
Step (1):Normal drill bit is installed on the drillstock of Counterboring apparatus, is drilled using normal drill bit, until arriving Stop drilling after up to the position for needing enlarged footing, extracts Counterboring apparatus;
Step (2):Lower normal drill bit is dismantled from drillstock and is changed to reaming bit, and reaming bit is sent into drilling, and It is pushed into the bottom hole of drilling;
Step (3):After reaming bit is pushed to bottom hole, the positioning being set on reaming bit is pushed away further along with strength Button is contacted with coal wall and is pressed, and reamer piece is unfolded from the card slot on drillstock immediately, and starts to cut coal wall, forward Propulsion forms cylindrical space;
Step (4):After completing reaming, the aperture drilled out by normal drill bit, drillstock reversely rotates, and reamer piece, which resets, to be received It is contained in card slot, to take out reaming bit.
It is according to an embodiment of the invention carry out strengthening construction method, wherein need bore major part position be away from At 3000~4000mm of thin coal pillar surface, it is 300~500mm, cylindrical space a diameter of 250 that expansion, which bores piece and pushes ahead distance, ~350mm, length are identical as advance distance.
Description of the drawings
Fig. 1 is the construction signal that gob side entry driving thin coal pillar strengthening construction using the present invention carries out reaming with Counterboring apparatus Figure;
Fig. 2 is the gob side entry driving thin coal pillar strengthening construction Counterboring apparatus of the present invention in installation reaming bit and is in reaming Bore the schematic diagram of piece open configuration;
Fig. 3 A are internal structure schematic diagram when reaming bit does not open;
Fig. 3 B are internal structure schematic diagram when reaming bit opens.
Reference sign:
1 thin coal pillar;
2 drillings;
3 enlarged footings;
4 reamer pieces;
5 card slots;
6 navigation buttons;
7 pressure push-rods;
8 rail plates;
9 extendable brackets;
10 limit bodies.
Specific implementation mode
In order to make the purpose , technical scheme and advantage of the present invention be clearer, with reference to the accompanying drawings and embodiments, right The present invention is further elaborated.It should be appreciated that described herein, specific examples are only used to explain the present invention, not For limiting the present invention.
It is appreciated that gob side entry driving thin coal pillar strengthening construction reaming provided by the present invention in conjunction with Fig. 2 and Fig. 3 A and Fig. 3 B The principle of device, the Counterboring apparatus include drillstock and the drill bit that is removably installed on drillstock, wherein are provided on drillstock The card slot 5 being evenly arranged along the circumferencial direction of drillstock, is equipped with reamer piece 4 in card slot 5;Drill bit is normal drill bit or reaming Drill bit.It is provided in reaming bit front end and is unfolded and is closed to be accommodated in card slot 5 from card slot 5 for controlling reamer piece 4 Navigation button 6, wherein when pressing navigation button 6, pressure push-rod 7 drives extendable bracket 9 along the longitudinal sliding motion of drillstock It is moved along rail plate 8, so that the reamer piece 4 attached on extendable bracket 9 is unfolded from card slot 5, until reaching card slot 5 The limit body 10 of rear is limited the limit of body 10, to reach maximum expansion degree.The original state diameter of reaming bit with it is general Logical drill bit is identical.
Be illustrated in figure 2 the present invention Counterboring apparatus installation reaming bit and reamer piece 4 be in open configuration Schematic diagram, as shown in Fig. 2, since the direction of advance that reamer piece 4 drills relative to drill bit is articulated with card slot 5 with the rear part In, and the direction of its front end is arranged with respect to drill bit advancing direction towards front with angle when the expansion of reamer piece 4, causes Reamer piece 4 can be received into card slot 5 when recalling drill bit backward.Further specifically, as shown in figs.3 a and 3b, work as drill bit Extendable bracket 9 is unfolded backward under the effect of pressure push-rod 7 when drilling forward, and 4 expanded angle of reamer piece is made to be gradually expanded;Instead It, when drilling terminates to withdraw backward, the extendable bracket 7 of expansion is restricted by aperture and is forced along 8 reverse slide of rail plate, from And expanded angle is gradually reduced and is received into card slot 5, to realize that reamer piece 4 is received into again in card slot 5.
The Counterboring apparatus of one according to the present invention further non-limiting embodiment, wherein card slot 5 is 2~5, It may be, for example, but be not limited to 3, this, which is those skilled in the art, to be selected according to needs of production.Card slot 5 can be with It is arranged at a certain distance from apart from drill bit.
The Counterboring apparatus of one according to the present invention further non-limiting embodiment, wherein when reamer piece is from card When slot 5 is unfolded, deployment diameter is 3~7 times of original state diameter, may be, for example, but is not limited to 5 times, this is people in the art Member can select according to needs of production.
The Counterboring apparatus of one according to the present invention further non-limiting embodiment, wherein reamer piece and drillstock Articulated connection, certain those skilled in the art will also be appreciated that and use other any other suitable mounting means.
The Counterboring apparatus of one according to the present invention further non-limiting embodiment, wherein normal drill bit is a diameter of 50~70mm may be, for example, but be not limited to Φ 65mm, this, which is those skilled in the art, to be selected according to needs of production 's.
According to the Counterboring apparatus of the further non-limiting embodiment of the present invention, wherein reamer piece closes for high temperature Made of golden material, high temperature alloy is such as wolfram steel, titanium alloy, titanium-aluminium alloy, nickel-base alloy or any other intensity, wearability With heat-resisting quantity, high-temperature oxidation suitable material.
It is that reaming is carried out in thin coal pillar to gob side entry driving thin coal pillar using Counterboring apparatus as described above as shown in Figure 1 It is that swollen locking-type two-ended cables play a role and are formed by the shape in hole when providing space in 1, as shown in Figure 1, the shape in thin coal pillar 1 At drilling 2 and enlarged footing 3, work progress includes the following steps:
Step (1):The normal drill bit is installed on the drillstock, using the normal drill bit, such as passes through drilling machine The Counterboring apparatus is driven, is drilled, until stopping drilling after reaching the position for needing enlarged footing, extracts the reaming dress It sets;
Step (2):From the normal drill bit under drillstock dismounting and it is changed to the reaming bit, by the reamer Head is sent into drilling, and is pushed into the bottom hole of the drilling;
Step (3):It after reaming bit is pushed to the bottom hole, pushes away further along with strength, is set to the reaming bit On the navigation button contact and be pressed with coal wall, the reamer piece is unfolded from the card slot immediately, and starts to cut Coal wall is cut, pushes ahead to form cylindrical space;
Step (4):After completing reaming, by the aperture that the normal drill bit drills out, drilling machine drives the drillstock reversely to revolve Turn, the reamer piece reset is accommodated in the card slot, to take out the reaming bit.
Wherein, need bore major part position be away from 3000~4000mm of thin coal pillar surface at, such as, but not limited to 3600mm, This can be appropriately selected depending on the swollen locking-type two-ended cables joined together used, i.e., the distance is substantially with swollen locking-type to wearing Anchor cable de-swelling tapered end is identical with the length except the length for wearing anchor cable.Such as when the length of swollen locking-type two-ended cables is The length of 4300mm, swollen tapered end are 400mm, stay the length of 300mm to be used for drawing in construction side, residue length 3600mm When, which is 3600mm.
Expansion bore piece push ahead distance be 300~500mm, can be but be not limited to 400mm, i.e., the distance substantially with swollen lock The length of head is identical.It is formed by a diameter of 250~350mm of cylindrical space, such as, but not limited to diameter 300mm, it is long Degree is identical as advance distance, this depends on length and diameter when expansion brill piece is fully deployed.
The foregoing is merely presently preferred embodiments of the present invention, practical range not for the purpose of limiting the invention;If do not taken off It from the spirit and scope of the present invention, modifies or equivalently replaces the present invention, should all cover in the claims in the present invention In protection domain.

Claims (10)

1. a kind of gob side entry driving thin coal pillar strengthening construction Counterboring apparatus, which is characterized in that the reaming device includes drillstock With the drill bit being removably installed on the drillstock;
It is provided with the card slot being evenly arranged along the circumferencial direction of the drillstock on the drillstock, expansion is installed in the card slot Hole drill piece;
The drill bit is normal drill bit or reaming bit.
2. Counterboring apparatus according to claim 1, which is characterized in that the reaming bit front end is provided with for controlling The reamer piece is unfolded from the card slot or is closed the navigation button being accommodated in the card slot, wherein described fixed when pressing When the button of position, the reamer piece is unfolded from the card slot.
3. Counterboring apparatus according to claim 1 or 2, which is characterized in that the original state diameter of the reaming bit with The diameter of the normal drill bit is identical.
4. reaming bit according to claim 1 or 2, which is characterized in that the card slot is 2~5.
5. Counterboring apparatus according to claim 3, which is characterized in that when the reamer piece is unfolded from the card slot, Deployment diameter is 3~7 times of the original state diameter.
6. Counterboring apparatus according to claim 1 or 2, which is characterized in that the reamer piece hingedly connects with the drillstock It connects.
7. Counterboring apparatus according to claim 1 or 2, which is characterized in that a diameter of 50~70mm of normal drill bit.
8. Counterboring apparatus according to claim 1 or 2, which is characterized in that the reamer piece is high-temperature alloy material system At.
9. the side of strengthening construction is carried out to gob side entry driving thin coal pillar using any one of them Counterboring apparatus of claim 1~8 Method, which is characterized in that include the following steps:
Step (1):Normal drill bit is installed on the drillstock of the Counterboring apparatus, is drilled using the normal drill bit, directly Stop drilling after needing the position of enlarged footing to arrival, extracts the Counterboring apparatus;
Step (2):From the normal drill bit under drillstock dismounting and it is changed to the reaming bit, the reaming bit is sent Enter in drilling, and is pushed into the bottom hole of the drilling;
Step (3):It after the reaming bit is pushed to the bottom hole, pushes away further along with strength, is set to the reaming bit On navigation button contact and be pressed with coal wall, the reamer piece is unfolded from the card slot on the drillstock immediately, and Start to cut coal wall, pushes ahead to form cylindrical space;
Step (4):After completing reaming, by the aperture that the normal drill bit drills out, the drillstock reversely rotates, the reamer Piece reset is accommodated in the card slot, to take out the reaming bit.
10. according to the method described in claim 9, it is characterized in that, the position for needing to bore major part is away from thin coal pillar surface 3000 At~4000mm, it is 300~500mm that the expansion, which bores piece and pushes ahead distance, the cylindrical space a diameter of 250~ 350mm, length are identical as the advance distance.
CN201810580214.9A 2018-06-07 2018-06-07 A kind of gob side entry driving thin coal pillar strengthening construction Counterboring apparatus Pending CN108756758A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810580214.9A CN108756758A (en) 2018-06-07 2018-06-07 A kind of gob side entry driving thin coal pillar strengthening construction Counterboring apparatus

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810580214.9A CN108756758A (en) 2018-06-07 2018-06-07 A kind of gob side entry driving thin coal pillar strengthening construction Counterboring apparatus

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Publication Number Publication Date
CN108756758A true CN108756758A (en) 2018-11-06

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CN201810580214.9A Pending CN108756758A (en) 2018-06-07 2018-06-07 A kind of gob side entry driving thin coal pillar strengthening construction Counterboring apparatus

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110374510A (en) * 2019-07-09 2019-10-25 北京市政路桥股份有限公司 A kind of deep hole grouting cutting type reaming bit device and construction method

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1523197A (en) * 2003-05-09 2004-08-25 陆观宏 Drill expanding aiguille of anchor shaft, anchor cable, stake and drill expanding technology
CN101315021A (en) * 2007-05-29 2008-12-03 煤炭科学研究总院 Automatic reducing borehole-enlarging drilling tool
CN103758552A (en) * 2014-01-27 2014-04-30 北方工业大学 Hole-expanding anchor rod and construction process thereof
CN103982138A (en) * 2014-05-30 2014-08-13 无锡市安迈工程机械有限公司 Automatic expanding drill for drilling machine
US20140338976A1 (en) * 2008-05-05 2014-11-20 Weatherford/Lamb, Inc. Extendable cutting tools for use in a wellbore
CN204703769U (en) * 2015-05-28 2015-10-14 深圳市盛业地下工程有限公司 Borehole-enlarging drilling tool

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1523197A (en) * 2003-05-09 2004-08-25 陆观宏 Drill expanding aiguille of anchor shaft, anchor cable, stake and drill expanding technology
CN101315021A (en) * 2007-05-29 2008-12-03 煤炭科学研究总院 Automatic reducing borehole-enlarging drilling tool
US20140338976A1 (en) * 2008-05-05 2014-11-20 Weatherford/Lamb, Inc. Extendable cutting tools for use in a wellbore
CN103758552A (en) * 2014-01-27 2014-04-30 北方工业大学 Hole-expanding anchor rod and construction process thereof
CN103982138A (en) * 2014-05-30 2014-08-13 无锡市安迈工程机械有限公司 Automatic expanding drill for drilling machine
CN204703769U (en) * 2015-05-28 2015-10-14 深圳市盛业地下工程有限公司 Borehole-enlarging drilling tool

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110374510A (en) * 2019-07-09 2019-10-25 北京市政路桥股份有限公司 A kind of deep hole grouting cutting type reaming bit device and construction method
CN110374510B (en) * 2019-07-09 2024-05-14 北京市政路桥股份有限公司 Deep hole grouting cutting type reaming bit device and construction method

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Application publication date: 20181106