CN108999570A - Tunnel drill carriage - Google Patents
Tunnel drill carriage Download PDFInfo
- Publication number
- CN108999570A CN108999570A CN201811241363.9A CN201811241363A CN108999570A CN 108999570 A CN108999570 A CN 108999570A CN 201811241363 A CN201811241363 A CN 201811241363A CN 108999570 A CN108999570 A CN 108999570A
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- tunnel
- oil cylinder
- drilling
- cabinet
- link block
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- 238000005553 drilling Methods 0.000 claims abstract description 83
- 239000000725 suspension Substances 0.000 claims abstract description 22
- 241001074085 Scophthalmus aquosus Species 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 15
- 239000003245 coal Substances 0.000 abstract description 8
- 238000005516 engineering process Methods 0.000 abstract description 3
- 238000005065 mining Methods 0.000 abstract description 3
- 239000004575 stone Substances 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 8
- 239000011435 rock Substances 0.000 description 7
- 230000008569 process Effects 0.000 description 6
- 238000010586 diagram Methods 0.000 description 4
- 230000007246 mechanism Effects 0.000 description 4
- 230000009194 climbing Effects 0.000 description 2
- 238000004880 explosion Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 230000008439 repair process Effects 0.000 description 2
- 208000027418 Wounds and injury Diseases 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 238000007664 blowing Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 230000008520 organization Effects 0.000 description 1
- 238000005096 rolling process Methods 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B7/00—Special methods or apparatus for drilling
- E21B7/02—Drilling rigs characterised by means for land transport with their own drive, e.g. skid mounting or wheel mounting
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B15/00—Supports for the drilling machine, e.g. derricks or masts
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
- E21B44/00—Automatic control systems specially adapted for drilling operations, i.e. self-operating systems which function to carry out or modify a drilling operation without intervention of a human operator, e.g. computer-controlled drilling systems; Systems specially adapted for monitoring a plurality of drilling variables or conditions
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/10—Making by using boring or cutting machines
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/10—Making by using boring or cutting machines
- E21D9/108—Remote control specially adapted for machines for driving tunnels or galleries
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Environmental & Geological Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Physics & Mathematics (AREA)
- Fluid Mechanics (AREA)
- Mechanical Engineering (AREA)
- Earth Drilling (AREA)
Abstract
The present invention relates to coal mining technology fields, and in particular to arrives a kind of tunnel drill carriage, the tunnel drill carriage includes suspension apparatus, for being set to the top in tunnel；It suspends cabinet in midair, the lower section of the suspension apparatus is set, and slide or roll with the suspension apparatus and connect；Unit drill boom device is arranged on the suspention cabinet, for implementing tunnel internal drilling operation；And steady machine support device, it is set on the suspention cabinet, the both ends of the steady machine support device are retractable structure, form support for the two sides side wall opposite with the tunnel.Through the above scheme, unit drill boom device is carried by being set to the suspension apparatus at the top of tunnel, and carry out construction operation in tunnel, improve the degree of automation of unit drill boom device operation, it is difficult to solve existing coal mine high inclination-angle roadway construction, and segment face tunnel is given another the right of way difficult problem, and the working efficiency of stone drifting is improved.
Description
Technical field
The invention belongs to coal mining technology fields, and in particular to arrive a kind of tunnel drill carriage.
Background technique
Rock roadway in coal mine generally existing gradient in the country's is big at present, rock is hard, wears the features such as layer is more, and especially inclination angle is at 18-20 °
In stone drifting work progress, difficulty is quite big in construction organization and safety management, and speed of application is slow, and digging is caused to connect contradiction
It is prominent.Currently, China's heavy grade rock gangway mechanized construction rawness can be used for reference, during heavy grade construction of rock gangway, manually
Borehole hole difficulty of constructing increases, and personnel safety is difficult to ensure；The daily climb and fall walking of operating worker, large labor intensity；Material is auxiliary
Transport is helped to face larger problem, these are all an important factor for restricting the speedy drivage of heavy grade rock gangway.
Excavation operation in rock roadway in coal mine, main contents include the operations such as drilling, charge explosion, discharge refuse, usual bench drilling
Vehicle to evade blowing out falls cash needing to drop back after drilling is completed, after being generally arranged at desk-top drill carriage due to load mechanism and belt
There is difficulty of giving another the right of way in the tunnel of segment face, influence operation process, reduce working efficiency in side.
It would therefore be highly desirable to provide a kind of technical solution that can efficiently realize heavy grade construction of rock gangway.
Summary of the invention
It is an object of the invention to solve bore operation low efficiency, labor intensity of workers in high inclination-angle tunnel in the prior art
Large and small section of face tunnel is given another the right of way difficult problem, and a kind of tunnel mono-rail hoister drill carriage and its construction method are provided.
One aspect of the present invention provides a kind of tunnel mono-rail hoister drill carriage, comprising:
Suspension apparatus, for being set to the top in tunnel；
It suspends cabinet in midair, the lower section of the suspension apparatus is set, and slide or roll with the suspension apparatus and connect；
Unit drill boom device is arranged on the suspention cabinet, for implementing tunnel internal drilling operation；And
Steady machine support device, is set on the suspention cabinet, the both ends of the steady machine support device are scalable knot
Structure forms support for the two sides side wall opposite with the tunnel.
Optionally, the suspention cabinet includes that box-like body and the cabinet being detachably connected with the box-like body are connect
Block,
The cabinet link block is provided with the swinging block with cabinet link block horizontal swing connection, the unit drill boom
Device is connect with the swinging block；
The steady machine support device and the cabinet link block are hinged.
Optionally, the steady machine support device includes support ontology,
The both ends of the support body length direction are respectively arranged with the second oil cylinder and third oil cylinder, second oil cylinder and
The third oil cylinder is respectively used to support the top and bottom in the tunnel.
Optionally, the steady machine support device further includes the first oil cylinder,
First oil cylinder is articulated with the central region of the support ontology, the bottom in the tunnel is used to support, with right
The support ontology provides forward support force.
It optionally, further include the 4th oil cylinder being connected between the cabinet link block and the steady machine support device, institute
The 4th oil cylinder is stated for driving the relatively described suspention body pivot of the steady machine support device.
It optionally, further include the 5th oil cylinder being connected between first oil cylinder and the third oil cylinder, the described 5th
Oil cylinder is used to adjust the angle between first oil cylinder and the third oil cylinder.
Optionally, the unit drill boom device includes up and down adjustment component, drilling machine link block and drilling assembly,
The drilling assembly is set on the drilling machine link block, for implementing tunnel internal drilling operation,
One end of the up and down adjustment component is connect with the drilling machine link block, the other end of the up and down adjustment component with
The swinging block is hinged, for adjusting the height of the drilling assembly.
Optionally, the up and down adjustment component includes the 6th oil cylinder and the 7th oil cylinder,
The cabinet link block, the 6th oil cylinder, the drilling machine link block and the 7th oil cylinder are sequentially hinged, and are formed
Four-bar mechanism.
Optionally, the drilling assembly includes drilling cramp and drilling machine propeller,
The drilling machine propeller is set on the drilling cramp, and can be mobile relative to the length direction of the drilling cramp, in institute
It states on the length direction of drilling cramp, the drilling machine propeller and the drilling cramp are slidably connected；
Sliding rail is provided on the drilling machine link block, the sliding rail is parallel with the glide direction of the drilling cramp,
The drilling cramp is slidably arranged on the sliding rail.
Optionally, the quantity of the unit drill boom device and the steady machine support device is two,
Two unit drill boom devices are respectively arranged at the two sides of the suspention cabinet,
Two steady machine support devices are respectively arranged at the two sides of the suspention cabinet.
Tunnel mono-rail hoister drill carriage provided by the invention has the advantages that
(1) present invention combines the advantages of suspension apparatus and unit drill boom device, can effectively adapt to current high inclination-angle lane
Road, noise is small in operating process, and failure rate is low, is easy to repair and maintenance, and cheap, climbing capacity is strong, effectively increases driving
Working efficiency；
(2) the adoptable controlling remote control system of tunnel mono-rail hoister drill carriage provided by the invention, can effectively reduce
Personal injury rate saves human cost；
(3) tunnel mono-rail hoister drill carriage provided by the invention is set to the top in tunnel, back-and-forth motion side in actual operation
Just, the compact difficult problem of giving another the right of way in space in effective solution segment face tunnel, and effectively prevent explosion and fall cash injuring by a crashing object
The problem of equipment.
Detailed description of the invention
Fig. 1 is the schematic diagram of tunnel mono-rail hoister drill carriage of the invention；
Fig. 2 is the connection relationship diagram of cabinet link block in Fig. 1, steady machine support device and unit drill boom device；
Fig. 3 is the schematic diagram that tunnel mono-rail hoister drill carriage is constructed in high inclination-angle tunnel in Fig. 1.
Description of symbols
At the top of the tunnel 1-, 12- suspends orbit connection device in midair,
2- suspends track in midair,
3- pipe-hanging hook, 31- crane wheel, 32- suspend ear mount in midair,
4- suspention cabinet, the first ear mount of 41-, the second ear mount of 42-,
5- cabinet link block, 51- third ear mount, the 4th ear mount of 52-, 53- articulated shaft, the 5th ear mount of 54-, the 6th ear of 55-
Seat,
The steady machine support device of 6-, the 7th ear mount of 61-, the 8th ear mount of 62-, the 4th oil cylinder of 63-, the second oil cylinder of 64-, 65-
One support base, the 9th ear mount of 66-, the first oil cylinder of 67-, the tenth ear mount of 68-, the second support base of 69-, the 5th oil cylinder of 610-, 611-
11st ear mount, 612- third oil cylinder, 613- third support base,
7- unit drill boom device, the 6th oil cylinder of 71-, the 7th oil cylinder of 72-, the 12nd ear mount of 73-, the 13rd ear mount of 74-,
75- drilling machine link block, 76- are rotatablely connected axis, 77- sliding rail, 78- drilling cramp, 79- drilling machine propeller, 710- drilling rod.
Specific embodiment
Below in conjunction with attached drawing, detailed description of the preferred embodiments.It should be understood that this place is retouched
The specific embodiment stated is merely to illustrate and explain the present invention, and is not intended to restrict the invention.
Overhead trolley is a kind of mobility strong, the speed of service is fast, loading capacity is big, safe and reliable travels on suspended single-track system
The auxiliary conveying equipments of system are mainly used for coal mine fully-mechanized mining working installation, withdraw.Overhead trolley generallys use battery and mentions for it
The features such as power, small with operational noise of system, failure rate is low, is easy to repair and maintenance, cheap, and climbing capacity is strong, can
It realizes the large scale equipments such as whole Transporting hydraulic support, has in current domestic development of auxiliary transport in coal mines operation and play a very important role.
Core of the invention thought is to carry out construction operation in tunnel using overhead trolley, to make overhead trolley that can not only use
It in transport, while can also be used in construction operation in tunnel, so that the present invention provides a kind of tunnel mono-rail hoister drill carriage, inclined greatly with realizing
Efficient stable bore operation in the tunnel of angle.
As shown in figure 3, shown content is the schematic diagram that tunnel mono-rail hoister drill carriage is constructed in high inclination-angle tunnel.It needs to illustrate
, the tunnel inclination angle under this specific operation is 18 °, i.e., 1 and horizontal direction angle are 18 ° at the top of tunnel, wherein suspention track
2 erections parallel at the top of tunnel 1.It should be noted that only cannot be interpreted as the description of the specific degree in inclination angle to the present invention
Limitation, that is to say, that it is an enforceable application environment that inclination angle, which is 18 ° of tunnel, the inclination angle can also for 10 °,
15 °, 20 °, 25 ° etc..(i.e. inclination angle is 0 °) is may naturally be used in the not tunnel at inclination angle.
- Fig. 2 refering to fig. 1, specifically, the tunnel mono-rail hoister drill carriage that present embodiment provides includes: suspension apparatus 2, suspention
Device 2 is set to the top in tunnel；It suspends cabinet 4 in midair, the lower section of the suspension apparatus 2 is set, and sliding with the suspension apparatus 2
Dynamic or rolling connection；Unit drill boom device 7 is arranged on the suspention cabinet 4, for implementing tunnel internal drilling operation；And
Steady machine support device 6, is set on the suspention cabinet 4, and the both ends of the steady machine support device 6 are retractable structure, are used
Support is formed in the two sides side wall opposite with the tunnel.Steady machine support device 6 can be supported on any sustainable in tunnel
On face, the supporting surface can be the top surface in tunnel, bottom surface, side etc., can provide the position of supporting point for other
As the supporting surface of steady machine support device, those skilled in the art can be according to the suitable support of actual construction environment selection
Face.Through the above scheme, unit drill boom device 7 is carried by being set to the suspention cabinet 4 at the top of tunnel, and apply in tunnel
Work industry, improves the degree of automation of 7 operation of unit drill boom device, solves existing coal mine high inclination-angle roadway construction difficulty,
And segment face tunnel is given another the right of way difficult problem, and the working efficiency of stone drifting is improved.
Wherein, suspension apparatus concretely track, 2 subsection setup of suspension apparatus, and be set up on 1 at the top of tunnel, it is adjacent
Suspension apparatus 2 by suspend in midair orbit connection device 12 connect, suspension apparatus 2 can driving complete a distance after pacify paragraph by paragraph
Dress, suspension apparatus 2 is parallel at the top of tunnel 1, while suspension apparatus 2 can be erected at the top of tunnel 1 left or right.
In conjunction with Fig. 1, there are two pipe-hanging hooks 3, pipe-hanging hook 3 to have crane wheel 31 and suspention for setting on suspension apparatus 2
Ear mount 32, pipe-hanging hook 3 on suspention track 2, are arranged by the two crane wheel 31 that can be rolled settings on pipe-hanging hook 3
There is suspention ear mount 32, be used to be connected with suspention cabinet 4, so that pipe-hanging hook 3 be made to drive suspention cabinet 4 one in the process of moving
With mobile.Specifically, suspending in midair has the first ear mount 41 and the second ear mount 42 on cabinet 4, the first ear mount 41 and the second ear mount 42 are divided
Yong Yu not be hinged with two suspention ear mounts 32, while suspending the locking and work of cabinet 4 in midair for convenience, it can also be in pipe-hanging hook 3
On be provided with locking system (not shown).Further, suspention cabinet 4 includes box-like body and fills for connecting steady machine support
The cabinet link block 5 of 6 and unit drill boom device 7 is set, cabinet link block 5 is removably attachable on the box-like body, not
It needs that steady machine support device 6 and unit drill boom device 7 can be removed when bore operation by cabinet link block 5.The cabinet
The swinging block with the cabinet link block 5 horizontal swing connection, the unit drill boom device and the pendulum are provided on link block 5
Motion block connection；The steady machine support device and the cabinet link block are hinged.Specifically, leading between swinging block and cabinet link block
The connection of articulated shaft 53 is crossed, to make unit drill boom device that can realize horizontal swing, this connection type is conducive to full side in tunnel
The construction operation of position.
Further, the steady machine support device 6 and the suspention cabinet 4 are hinged, so that the steady machine support device 6 can
It is rotated relative to the suspention cabinet 4.Steady machine support device 6 can pack up in non-operation process, in order to suspend cabinet 4 in midair in tunnel
Interior walking, is opened in operation process, and steady machine support device 6 is supported on the supporting surface in tunnel in holding state.Such as Fig. 1
Shown, steady machine support device 6 is in collapsed state, as shown in figure 3, steady machine support device 6 is in holding state.
Referring to Fig.2, the steady machine support device includes support ontology and the first oil cylinder 67, the support ontology is along length side
To both ends be respectively arranged with the second oil cylinder 64 and third oil cylinder 612, second oil cylinder 64 and the third oil cylinder 612 difference
The top and bottom in the tunnel are used to support, first oil cylinder 67 is articulated with the central region of the support ontology, is used for
The bottom in the tunnel is supported, to provide forward support force to the support ontology, the first oil cylinder 67 primarily serves auxiliary branch
The effect of support can be used for offsetting the rear active force generated in the course of work.If support ontology has enough support forces certainly, or
Recoil backward of person during bore operation is smaller, can also be not provided with the first oil cylinder 67.
Wherein, the tunnel mono-rail hoister drill carriage further include be connected to the suspention cabinet 4 and the steady machine support device 6 it
Between the 4th oil cylinder 63, the 4th oil cylinder 6 rotates relative to the suspention cabinet 4 for controlling the steady machine support device 6；Tool
Body, the 4th oil cylinder 6 is connected on cabinet link block 5.Cabinet link block 5 has third ear mount 51, steady machine support device 6 and the
Three ear mounts 51 are hinged, and the 4th oil cylinder 63 stretches out, and rotate counterclockwise steady machine support device 6 (by the visual angle of such as Fig. 2), when turn
Move at the top of the second oil cylinder 64 and tunnel 1 it is vertical when the 4th oil cylinder 63 stop, the second oil cylinder 64, third oil cylinder 612 be simultaneously at this time
It stretches out, is respectively supported at the top and bottom in tunnel, complete preliminary support.For the ease of quickly adjusting the first oil cylinder 67, also
5th oil cylinder 610 can be set between first oil cylinder 67 and the third oil cylinder 612, and the 5th oil cylinder 610 is used for
Control the angle between first oil cylinder 67 and the third oil cylinder 612.After the completion of preliminary support, the 5th oil cylinder 610 stretches out,
Rotate counterclockwise the first oil cylinder 67, then the first oil cylinder 67 stretches out.
In order to realize more stable support, the first support base 65 can be set on the second oil cylinder 64, on third oil cylinder 612
Third support base 613 is set, the second support base 69 is set on the first oil cylinder 67, the first support base 65, the second support base 69 with
And third oil cylinder 612 can be respectively articulated with the second oil cylinder 64, the first oil cylinder 67 and third oil cylinder 612.
In the above-mentioned scheme about steady machine support device, related articulated connection is settable to be used for hinged ear
Seat, specifically as shown in Fig. 2, including the 4th ear mount 52 on cabinet link block 5, the 7th ear mount 61, the 9th ear on support ontology
The 66, the 11st ear mount 611 of seat, the tenth ear mount 68 on the first oil cylinder 67.
For unit drill boom device 7, can be implemented using following examples mode, specifically, the unit drill boom dress
It sets including up and down adjustment component, drilling machine link block 75 and drilling assembly, the drilling assembly is set to the drilling machine link block
On 75, for implementing tunnel internal drilling operation, one end of the up and down adjustment component is connect with the drilling machine link block 75, described
The other end of up and down adjustment component and the swinging block are hinged, for adjusting the height of the drilling assembly.
Wherein, the up and down adjustment component includes: the 6th oil cylinder 71 and the 7th oil cylinder 72, the cabinet link block 5, described
6th oil cylinder 71, the drilling machine link block 75 and the 7th oil cylinder 72 are sequentially hinged, and form four-bar mechanism.Pass through control the
The flexible achievable four-bar mechanism of six oil cylinders 71 and the 7th oil cylinder 72 is swung up and down.The both ends of 6th oil cylinder 71 are respectively set
There are the 5th ear mount 54 and the 12nd ear mount 73, the both ends of the 7th oil cylinder 72 are respectively arranged with the 13rd ear mount 74 and the 6th ear mount
55。
Further, the drilling assembly includes drilling cramp 78 and drilling machine propeller 79, and the drilling machine propeller 79 is set to institute
It states on drilling cramp 78, and can be mobile relative to the length direction of the drilling cramp 78, on the length direction of the drilling cramp 78, the brill
Machine propeller 79 and the drilling cramp 78 are slidably connected；Sliding rail, the sliding are provided on the drilling machine link block 75
Track is parallel with the glide direction of the drilling cramp 78, and the drilling cramp 78 is slidably arranged on the sliding rail.Drilling cramp 78 can be with
It is set as including a plurality of slide bar disposed in parallel, wherein a slide bar and sliding rail 77 cooperate, another slide bar and drilling machine propeller
79 cooperations.Drilling machine propeller 79 has drilling rod 710, and the front end of drilling rod 710 passes through in the pilot hole of 78 front end of drilling cramp, to guarantee
The stability of drilling.Drilling cramp 78 can slide back and forth along sliding rail 77 in the present embodiment, to carry out to direction of advance
The fine tuning of one far and near distance after adjusting distance, pushes drilling rod 710 to work by the drilling machine propeller 79 being arranged on drilling cramp 78
Make face and carries out operation.
In the present embodiment, the quantity of the 7 unit drill boom device and the steady machine support device 6 is two, and two
A unit drill boom device 7 is respectively arranged at the two sides of the suspention cabinet 4, and two steady machine support devices 6 are set respectively
It is placed in the two sides of the suspention cabinet 4.
Tunnel mono-rail hoister drill carriage provided in present embodiment use complete machine hydraulic control system for each hydraulic cylinder and
Hydraulic actuator provides power resources, uses electrical control gear to power for each electrical component, and controlling remote control is arranged
System processed, operation or Unmanned operation so as to far distance control tunnel mono-rail hoister drill carriage, whole operation is in the process with distant
Based on control.Present embodiment preferably uses complete machine hydraulic control system, electrical control gear and controlling remote control system knot
It closes and uses, to realize the intelligence of operation in tunnel, mechanical automation.Certain those skilled in the art can also use other
Mode controls the work of each execution unit on tunnel mono-rail hoister drill carriage.
Further, in conjunction with the description of above-mentioned tunnel mono-rail hoister drill carriage, present embodiment also provides a kind of tunnel mono-rail hoister brill
The construction method of vehicle, successively the following steps are included:
S1, the control tunnel mono-rail hoister drill carriage to construction location；
S2, the support steady machine support device are in tunnel, so that the unit drill boom device is fixed in tunnel；
S3, implement operation in tunnel using the unit drill boom device.
Specifically, it specifically includes: after controlling the tunnel mono-rail hoister drill carriage to construction location, and determining in step sl
The monorail crane drill carriage and working face distance are enough to complete work, pass through the fixed monorail crane drill carriage of locking system on suspension apparatus.
Specifically include in step s 2: the 4th oil cylinder 63 for being connected to suspention 4 two sides of cabinet, which tightens, makes steady machine support device 6
Support ontology perpendicular to tunnel surface, the second oil cylinder 64 and third oil cylinder 612 elongation being arranged on support ontology make steady machine
Support device 6 is arranged, and each support base resists the upper and lower surface in tunnel in the form of plane-plane contact respectively；It is arranged in suspention cabinet
Unit drill boom device 7 on 4 two sides link blocks can be rotated centered on articulated shaft 53, and pass through the 6th oil cylinder 71 and the 7th oil
The telescopic action of cylinder 72 determines bore position, and the drilling machine propeller 79 being arranged on support arm pedestal can pass through rotation connection
Axis 76 rotates, and can slide along sliding rail 77 and be finely adjusted to adjust the distance, and drilling machine can start after determining good position
Bore operation.
It specifically includes in step s3: carrying out bore operation using drilling machine propeller 79.
It is described the prefered embodiments of the present invention in detail above in conjunction with attached drawing, still, the present invention is not limited thereto.At this
It, can be with various simple variants of the technical solution of the present invention are made in the range of the technology design of invention.Including each particular technique
Feature is combined in any suitable manner.In order to avoid unnecessary repetition, the present invention is to various combinations of possible ways
No further explanation will be given.But it should also be regarded as the disclosure of the present invention for these simple variants and combination, belongs to the present invention
Protection scope.
Claims (10)
1. a kind of tunnel drill carriage characterized by comprising
Suspension apparatus, for being set to the top in tunnel；
It suspends cabinet in midair, the lower section of the suspension apparatus is set, and slide or roll with the suspension apparatus and connect；
Unit drill boom device is arranged on the suspention cabinet, for implementing tunnel internal drilling operation；And
Steady machine support device, is set on the suspention cabinet, and the both ends of the steady machine support device are retractable structure, uses
Support is formed in the two sides side wall opposite with the tunnel.
2. tunnel drill carriage according to claim 1, which is characterized in that the suspention cabinet include box-like body and with it is described
The cabinet link block that box-like body is detachably connected；
The cabinet link block is provided with swinging block, and the swinging block and cabinet link block horizontal swing connect, the machine
Group drill boom device is connect with the swinging block；
The steady machine support device and the box-like body are hinged.
3. tunnel drill carriage according to claim 2, which is characterized in that the steady machine support device includes support ontology；
The both ends of the support body length direction are respectively arranged with the second oil cylinder and third oil cylinder, second oil cylinder and described
Third oil cylinder is respectively used to support the top and bottom in the tunnel.
4. tunnel drill carriage according to claim 3, which is characterized in that the steady machine support device further includes the first oil cylinder；
First oil cylinder is articulated with the central region of the support ontology, the bottom in the tunnel is used to support, to described
Ontology is supported to provide forward support force.
5. tunnel drill carriage according to claim 4, which is characterized in that further include be connected to the cabinet link block with it is described
The 4th oil cylinder between steady machine support device, the 4th oil cylinder is for driving the relatively described suspention case of the steady machine support device
Body rotation.
6. tunnel drill carriage according to claim 4, which is characterized in that further include being connected to first oil cylinder and described the
The 5th oil cylinder between three oil cylinders, the 5th oil cylinder are used to adjust the folder between first oil cylinder and the third oil cylinder
Angle.
7. tunnel drill carriage according to claim 2, which is characterized in that the unit drill boom device includes up and down adjustment group
Part, drilling machine link block and drilling assembly；
The drilling assembly is set on the drilling machine link block, for implementing tunnel internal drilling operation；
One end of the up and down adjustment component is connect with the drilling machine link block, the other end of the up and down adjustment component with it is described
Swinging block is hinged, for adjusting the height of the drilling assembly.
8. tunnel drill carriage according to claim 7, which is characterized in that the up and down adjustment component includes the 6th oil cylinder and the
Seven oil cylinders；
The cabinet link block, the 6th oil cylinder, the drilling machine link block and the 7th oil cylinder are sequentially hinged, and form four and connect
Linkage.
9. tunnel drill carriage according to claim 7, which is characterized in that the drilling assembly includes that drilling cramp and drilling machine promote
Device；
The drilling machine propeller is set on the drilling cramp, and can be mobile relative to the length direction of the drilling cramp, in the brill
On the length direction of frame, the drilling machine propeller and the drilling cramp are slidably connected；
Sliding rail is provided on the drilling machine link block, the sliding rail is parallel with the glide direction of the drilling cramp, described
Drilling cramp is slidably arranged on the sliding rail.
10. tunnel drill carriage according to claim 1, which is characterized in that the unit drill boom device and the steady machine support
The quantity of device is two；
Two unit drill boom devices are respectively arranged at the two sides of the suspention cabinet；
Two steady machine support devices are respectively arranged at the two sides of the suspention cabinet.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811241363.9A CN108999570B (en) | 2018-10-24 | 2018-10-24 | Roadway drill carriage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811241363.9A CN108999570B (en) | 2018-10-24 | 2018-10-24 | Roadway drill carriage |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108999570A true CN108999570A (en) | 2018-12-14 |
| CN108999570B CN108999570B (en) | 2023-09-19 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109736861A (en) * | 2019-01-16 | 2019-05-10 | 中国矿业大学(北京) | A kind of monorail crane drill carriage and construction method |
| CN116816261A (en) * | 2023-08-30 | 2023-09-29 | 济宁矿业集团有限公司 | Underground roadway support drilling machine supporting device and application method thereof |
| CN117684873A (en) * | 2024-02-04 | 2024-03-12 | 山东省地质矿产勘查开发局第七地质大队（山东省第七地质矿产勘查院） | Fully-mechanized mining face drilling machine drilling stabilizing mechanism |
Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU463781A2 (en) * | 1970-04-13 | 1975-03-15 | Карагандинский научно-исследовательский угольный институт | Burov column |
| DE3827865C1 (en) * | 1988-08-17 | 1989-06-22 | Armo Gesellschaft Fuer Bauelemente, Bau- Und Wohnbedarf Mbh, 4350 Recklinghausen, De | Roof-bolt drilling apparatus movable on support sections forming running rails |
| CA2234745A1 (en) * | 1997-04-11 | 1998-10-11 | Robert John Kendall | Underground mining drill rig |
| CN102900362A (en) * | 2012-10-16 | 2013-01-30 | 廊坊景隆重工机械有限公司 | Narrow-machine-body full-hydraulic bolt and anchor cable drill carriage for coal mine tunnel |
| CN202866651U (en) * | 2012-10-16 | 2013-04-10 | 廊坊景隆重工机械有限公司 | Narrow-body full hydraulic anchor bolt anchor cable drill carriage for coal mine tunnel |
| CN104213831A (en) * | 2014-08-16 | 2014-12-17 | 中国煤炭科工集团太原研究院有限公司 | Anchor rod drill carriage integrating coal mine digging, supporting and transportation parallel fast operation |
| CN104632241A (en) * | 2014-12-28 | 2015-05-20 | 李宝 | Track crane with excavation function |
| CN104948109A (en) * | 2014-03-30 | 2015-09-30 | 写义明 | Suspension type omni-directional anchor rod drill carriage |
| CN204716247U (en) * | 2015-01-26 | 2015-10-21 | 南京石诚井巷装备有限责任公司 | Suspension stone drifting machinery arm device |
| CN107269226A (en) * | 2017-06-01 | 2017-10-20 | 凯盛重工有限公司 | Monorail crane hydraulic drill rig |
| CN107524454A (en) * | 2017-09-09 | 2017-12-29 | 左垒安 | Tunnelling supporting robot, matched bracket and method for protecting support |
| CN108167006A (en) * | 2018-01-19 | 2018-06-15 | 中国矿业大学(北京) | A kind of rock roadway in coal mine brill anchor device and its construction method |
| CN208907347U (en) * | 2018-10-24 | 2019-05-28 | 中国矿业大学(北京) | Tunnel drill carriage |
-
2018
- 2018-10-24 CN CN201811241363.9A patent/CN108999570B/en active Active
Patent Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU463781A2 (en) * | 1970-04-13 | 1975-03-15 | Карагандинский научно-исследовательский угольный институт | Burov column |
| DE3827865C1 (en) * | 1988-08-17 | 1989-06-22 | Armo Gesellschaft Fuer Bauelemente, Bau- Und Wohnbedarf Mbh, 4350 Recklinghausen, De | Roof-bolt drilling apparatus movable on support sections forming running rails |
| CA2234745A1 (en) * | 1997-04-11 | 1998-10-11 | Robert John Kendall | Underground mining drill rig |
| CN102900362A (en) * | 2012-10-16 | 2013-01-30 | 廊坊景隆重工机械有限公司 | Narrow-machine-body full-hydraulic bolt and anchor cable drill carriage for coal mine tunnel |
| CN202866651U (en) * | 2012-10-16 | 2013-04-10 | 廊坊景隆重工机械有限公司 | Narrow-body full hydraulic anchor bolt anchor cable drill carriage for coal mine tunnel |
| CN104948109A (en) * | 2014-03-30 | 2015-09-30 | 写义明 | Suspension type omni-directional anchor rod drill carriage |
| CN104213831A (en) * | 2014-08-16 | 2014-12-17 | 中国煤炭科工集团太原研究院有限公司 | Anchor rod drill carriage integrating coal mine digging, supporting and transportation parallel fast operation |
| CN104632241A (en) * | 2014-12-28 | 2015-05-20 | 李宝 | Track crane with excavation function |
| CN204716247U (en) * | 2015-01-26 | 2015-10-21 | 南京石诚井巷装备有限责任公司 | Suspension stone drifting machinery arm device |
| CN107269226A (en) * | 2017-06-01 | 2017-10-20 | 凯盛重工有限公司 | Monorail crane hydraulic drill rig |
| CN107524454A (en) * | 2017-09-09 | 2017-12-29 | 左垒安 | Tunnelling supporting robot, matched bracket and method for protecting support |
| CN108167006A (en) * | 2018-01-19 | 2018-06-15 | 中国矿业大学(北京) | A kind of rock roadway in coal mine brill anchor device and its construction method |
| CN208907347U (en) * | 2018-10-24 | 2019-05-28 | 中国矿业大学(北京) | Tunnel drill carriage |
Non-Patent Citations (2)
| Title |
|---|
| 张俊利;: "煤矿岩巷掘进机械配套方案的探讨与实践", 煤炭与化工, no. 11 * |
| 邵晋敏;: "炮采掘进面装运及支护装置设计", 煤矿机械, no. 06 * |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109736861A (en) * | 2019-01-16 | 2019-05-10 | 中国矿业大学(北京) | A kind of monorail crane drill carriage and construction method |
| CN116816261A (en) * | 2023-08-30 | 2023-09-29 | 济宁矿业集团有限公司 | Underground roadway support drilling machine supporting device and application method thereof |
| CN116816261B (en) * | 2023-08-30 | 2023-11-07 | 济宁矿业集团有限公司 | Underground roadway support drilling machine supporting device and application method thereof |
| CN117684873A (en) * | 2024-02-04 | 2024-03-12 | 山东省地质矿产勘查开发局第七地质大队（山东省第七地质矿产勘查院） | Fully-mechanized mining face drilling machine drilling stabilizing mechanism |
| CN117684873B (en) * | 2024-02-04 | 2024-05-03 | 山东省地质矿产勘查开发局第七地质大队（山东省第七地质矿产勘查院） | Fully-mechanized mining face drilling machine drilling stabilizing mechanism |
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