CN112727456B - Be used for unsteady roof to dig anchor all-in-one can push away anchor and bore platform - Google Patents

Be used for unsteady roof to dig anchor all-in-one can push away anchor and bore platform Download PDF

Info

Publication number
CN112727456B
CN112727456B CN202110054826.6A CN202110054826A CN112727456B CN 112727456 B CN112727456 B CN 112727456B CN 202110054826 A CN202110054826 A CN 202110054826A CN 112727456 B CN112727456 B CN 112727456B
Authority
CN
China
Prior art keywords
anchor
fixed
frame
platform
tunneling
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
CN202110054826.6A
Other languages
Chinese (zh)
Other versions
CN112727456A (en
Inventor
王威
王富强
张维果
杜玉祥
张云波
左岗永
兰辉敏
闫金宝
陈明健
孟雯杰
弓旭峰
仇卫建
宋鑫森
鲁鹤鸣
车利明
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.)
Taiyuan Institute of China Coal Technology and Engineering Group
Shanxi Tiandi Coal Mining Machinery Co Ltd
Original Assignee
Taiyuan Institute of China Coal Technology and Engineering Group
Shanxi Tiandi Coal Mining Machinery 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 Taiyuan Institute of China Coal Technology and Engineering Group, Shanxi Tiandi Coal Mining Machinery Co Ltd filed Critical Taiyuan Institute of China Coal Technology and Engineering Group
Priority to CN202110054826.6A priority Critical patent/CN112727456B/en
Publication of CN112727456A publication Critical patent/CN112727456A/en
Application granted granted Critical
Publication of CN112727456B publication Critical patent/CN112727456B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21CMINING OR QUARRYING
    • E21C25/00Cutting machines, i.e. for making slits approximately parallel or perpendicular to the seam
    • E21C25/66Machines for making slits with additional arrangements for drilling
    • 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
    • E21B15/00Supports for the drilling machine, e.g. derricks or masts
    • E21B15/003Supports for the drilling machine, e.g. derricks or masts adapted to be moved on their substructure, e.g. with skidding means; adapted to drill a plurality of wells
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21CMINING OR QUARRYING
    • E21C25/00Cutting machines, i.e. for making slits approximately parallel or perpendicular to the seam
    • E21C25/06Machines slitting solely by one or more cutting rods or cutting drums which rotate, move through the seam, and may or may not reciprocate
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21CMINING OR QUARRYING
    • E21C25/00Cutting machines, i.e. for making slits approximately parallel or perpendicular to the seam
    • E21C25/06Machines slitting solely by one or more cutting rods or cutting drums which rotate, move through the seam, and may or may not reciprocate
    • E21C25/10Rods; Drums
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D20/00Setting anchoring-bolts
    • E21D20/003Machines for drilling anchor holes and setting anchor bolts

Landscapes

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

Abstract

The invention discloses a movable anchor drilling platform for an unstable roof tunneling and anchoring integrated machine, which comprises: the guide sliding frame body is provided with a fixed base at the rear end part; an inboard anchor including an inboard moving device and an inboard anchor boom; at least one outboard anchor, each said outboard anchor comprising an outboard travel means and an outboard anchor boom; and the anchor drill slide rail comprises a guide rail, the guide rail is arranged along the front-back direction, the guide rail is provided with a guide groove extending along the front-back direction, and the guide sliding frame body is movably arranged in the guide groove along the front-back direction. The invention has the advantages of convenient movement of a plurality of anchor devices, convenient movement of a plurality of anchor drilling frames, high anchor efficiency, shortening of the anchor overhead distance and improvement of the tunneling efficiency of tunneling equipment by matching with a tunneling and anchoring machine.

Description

Be used for unsteady roof to dig anchor all-in-one can push away anchor and bore platform
Technical Field
The invention relates to the field of tunneling equipment, in particular to a movable anchor drilling platform for an unstable roof tunneling and anchoring integrated machine.
Background
In the related art, the tunneling and anchoring integrated machine is high-efficiency rapid tunneling equipment, the average tunneling length can reach more than 1000 meters, compared with more than 300 meters of tunneling length of a traditional tunneling machine tunnel, the tunneling efficiency is 2-3 times of that of the traditional tunneling machine tunnel, and the tunneling efficiency is extremely high. But has the following disadvantages in the use process: (1) The device is mainly used for tunneling in medium stable roof conditions, has higher requirements on the roof conditions, is limited by an anchor protection mechanism, and generally has an empty roof distance of more than 10 meters. (2) Because the anchor is protected in a row nature requirement, after the anchor digger cuts, need to realize anchor in a row location through the mode that the complete machine moved back the machine, whole machine moved back the machine, and whole flow is loaded down with trivial details, and needs many people to cooperate to accomplish, relates to drag cable, moves the machine and drives the operation, and is time-consuming, laborious, has influenced the tunnelling efficiency of anchor all-in-one greatly. (3) The top anchor drilling frame of the traditional digging and anchoring machine is arranged in a narrow space of the shovel plate and the main frame, is particularly easy to be crushed by piled coal in a roadway with poor roadway side wall conditions, particularly in a roadway with serious side wall, and the worse drilling frame needs at least one shift time, so that the tunneling efficiency can be seriously influenced.
Disclosure of Invention
The present invention aims to solve at least one of the technical problems in the related art to some extent. Therefore, the embodiment of the invention provides a movable anchor drill platform for an unstable roof tunneling and anchoring integrated machine.
According to the embodiment of the invention, the movable anchor drilling platform for the unstable roof tunneling and anchoring integrated machine comprises:
The guide sliding frame body is provided with a fixed base at the rear end part;
The inner side anchoring device comprises an inner side moving device and an inner side anchoring drill frame, a first end of the inner side moving device is connected with the guide sliding frame body, and a second end of the inner side moving device is connected with the inner side anchoring drill frame so as to drive the inner side anchoring drill frame to move;
At least one outer anchor device, each outer anchor device comprising an outer moving device and an outer anchor boom, a first end of the outer moving device being connected to the fixed frame, a second end of the outer moving device being connected to the outer anchor boom so as to drive the outer anchor boom to move; and
The anchor drill slide rail comprises a guide rail, the guide rail is arranged along the front-back direction, the guide rail is provided with a guide groove extending along the front-back direction, and the guide slide frame body is movably arranged in the guide groove along the front-back direction.
Therefore, the movable anchor drilling platform for the unstable roof tunneling and anchoring integrated machine has the advantages of being convenient for a plurality of anchor devices to move, being convenient for a plurality of anchor drilling frames to move, being high in anchor efficiency, shortening the anchor overhead distance and improving the tunneling efficiency of tunneling equipment when being matched with the tunneling and anchoring integrated machine.
In some embodiments, the inside mobile device comprises:
The inner side drilling frame transverse moving guide rail is provided with an inner side pushing oil cylinder and a first chute extending in the left-right direction, the inner side pushing oil cylinder comprises a fixed part and a telescopic part, and the inner side drilling frame transverse moving guide rail is fixed at the front end part of the guide sliding frame body; and
The inner side drilling frame sliding fixing seat is provided with a first sliding plate, the first sliding plate is movably arranged in the first sliding groove along the left-right direction, the first sliding plate is connected with the telescopic part of the inner side pushing oil cylinder, and the inner side anchor drilling frame is movably arranged on the inner side drilling frame sliding fixing seat.
In some embodiments, the inside mobile device further comprises:
the second sliding plate is movably arranged on the inner side drilling frame sliding fixing seat along the up-down direction; and
The inner swing arm is provided with an inner rotating motor, the inner rotating motor comprises a fixing part and a rotating part, the rotating part of the inner rotating motor is connected with the second sliding plate, and the fixing part of the inner rotating motor is connected with the inner anchor drill frame.
In some embodiments, the outside mobile device comprises:
The swing base is hinged with the fixed base so that the swing base can swing around the fixed base in the left-right direction; and
The rear swing oil cylinder comprises a fixed part and a telescopic part, the fixed part of the rear swing oil cylinder is hinged with the fixed base, and the telescopic part of the rear swing oil cylinder is hinged with the swing base so as to drive the fixed base to swing leftwards and rightwards.
In some embodiments, the outside mobile device further comprises:
The lifting arm telescopic device comprises a fixed part and a telescopic part, the fixed part of the lifting arm telescopic device is hinged with the swinging base so that the lifting arm telescopic device can swing downwards around the swinging base, and the outer anchor drilling frame is movably arranged on the telescopic part of the lifting arm telescopic device; and
The lifting arm lifting oil cylinder comprises a fixing part and a telescopic part, wherein the fixing part of the lifting arm lifting oil cylinder is hinged with the swinging base, and the telescopic part of the lifting arm lifting oil cylinder is hinged with the fixing part of the lifting arm telescopic device so as to drive the lifting arm telescopic device to swing in the up-down direction.
In some embodiments, the outside mobile device further comprises:
The outer swing arm is arranged on the telescopic part of the lifting arm telescopic device, an outer rotating motor is arranged on the outer swing arm and comprises a fixed part and a rotating part, the rotating part of the outer rotating motor is connected with the outer anchor drill frame, and the fixed part of the outer rotating motor is arranged on the outer swing arm.
According to the embodiment of the invention, the movable anchor drilling platform for the unstable roof tunneling and anchoring integrated machine further comprises
The temporary support for lapping is fixed at the front end of the guide sliding frame body; and
And the lifting oil cylinder is connected with the temporary support for the lapping so as to drive a part of the temporary support for the lapping to move in the up-down direction.
In some embodiments, the temporary support for lapping comprises
The temporary fixing rod for lapping is fixed at the front end of the guide sliding frame body;
A sliding rod for lapping, which is slidingly connected with the fixed rod for lapping, and the lifting cylinder is connected with the sliding rod for lapping so as to drive the sliding rod for lapping to move up and down; and
And the tray is arranged at the upper end part of the sliding rod for lapping.
In some embodiments, the drill rig further comprises an anchor handling platform disposed on the guide carriage body, the anchor handling platform being located between the stationary housing and the inboard drill carriage lateral movement rail.
In some embodiments, the anchor drill operation platform comprises a fixed operation platform, a turning plate type operation platform and a turning oil cylinder, the turning oil cylinder comprises a fixed part and a telescopic part, the fixed operation platform and the turning plate type operation platform are oppositely arranged in the left-right direction, the fixed operation platform and the turning plate type operation platform are rotationally connected, the fixed part of the turning oil cylinder is connected with the fixed operation platform, and the telescopic part of the turning oil cylinder is connected with the turning plate type operation platform.
Drawings
Fig. 1 is a schematic structural view of an excavating and anchoring integrated machine according to an embodiment of the present invention.
Fig. 2 is a schematic structural view of a main frame according to an embodiment of the present invention.
Fig. 3 is a schematic structural view of an anchor drilling platform according to an embodiment of the present invention.
Fig. 4 is a schematic structural view of an anchor drill slide rail according to an embodiment of the present invention.
Fig. 5 is a schematic structural view of a guide sliding frame body according to an embodiment of the present invention.
Fig. 6 is a schematic structural view of a temporary support for lapping according to an embodiment of the present invention.
Fig. 7 is a schematic structural view of an inboard anchor drilling rig according to an embodiment of the present invention.
Fig. 8 is a schematic view of the structure of the lateral movement rail of the inner boom according to an embodiment of the present invention.
Fig. 9 is a schematic structural view of an inner boom slide mount according to an embodiment of the present invention.
Fig. 10 is a schematic structural view of an inner swing arm according to an embodiment of the present invention.
Fig. 11 is a schematic structural view of a swing frame according to an embodiment of the present invention.
Fig. 12 is a schematic structural view of a lifting arm telescoping device according to an embodiment of the present invention.
Fig. 13 is a schematic structural view of an outer swing arm according to an embodiment of the present invention.
Fig. 14 is a schematic structural view of an anchor drilling operation platform according to an embodiment of the present invention.
Detailed Description
Reference will now be made in detail to embodiments of the present invention, examples of which are illustrated in the accompanying drawings. The embodiments described below by referring to the drawings are illustrative and intended to explain the present invention and should not be construed as limiting the invention.
The following describes an all-in-one machine 1000 according to an embodiment of the present invention with reference to the drawings. As shown in fig. 1 and 14, the all-in-one machine 1000 according to the embodiment of the present invention includes a main frame 100, a transporting portion 110, a cutting portion 120, a traveling portion 130, an operating portion 140, a hydraulic system 150, an electrical system 160, a loading portion 170, and an anchor drilling platform 200.
The cutting portion 120 is provided at a front end portion of the main frame 100, the anchor drill stage 200 is provided at an upper end portion of the main frame 100, and the anchor drill stage 200 is adjacent to the cutting portion 120 in the front-rear direction.
In the related art, the anchor drilling mechanism is generally arranged on the side surface of the main frame 100, because the anchor rods are required to be anchored in rows, after the anchor digger is cut, the anchor protection is required to be positioned in rows in a way of being withdrawn from the whole machine, the whole machine is withdrawn from the machine, the whole process is complicated, and the anchor drilling mechanism is required to be completed by a plurality of people in a matching way, and the anchor digger is time-consuming and labor-consuming, so that the tunneling efficiency of the anchor digger is greatly influenced. The tunnel roof is limited by the condition of the tunnel roof, and the empty roof distance is too small, so that the difficulty is higher when the anchor drilling mechanism is moved, and the difficulty of anchor protection work is further increased.
The all-in-one machine 1000 according to the embodiment of the present invention is provided at the upper end portion of the main frame 100 by the anchor drilling platform 200 such that the anchor drilling platform 200 is located at the upper end portion of the all-in-one machine 1000. The upper end space of the main frame 100 is large, and the anchor drilling platform 200 is not required to be disposed in the narrow spaces of the loading part 170 and the main frame 100. Thus, in the roadway with poor roadway side wall conditions, the situation that the components in the anchor drilling platform 200 are crushed by coal pile of the side wall is avoided, and the machine body of the tunneling and anchoring integrated machine 1000 is not easy to damage.
The anchor drill platform 200 is disposed at the upper end of the main frame 100, so that the anchor drill platform 200 can perform an anchor operation on the tunnel roof by using the structural height of the main frame 100 when performing the anchor operation. The required height of the anchor drilling platform 200 itself may be reduced thereby facilitating the manufacture and transportation of the anchor drilling platform 200, i.e., the machine 1000.
The anchor drilling platform 200 is provided at an upper end portion of the main frame 100 such that the anchor drilling platform 200 moves with the movement of the main frame 100 and the main frame 100 does not block the anchor drilling platform 200 from performing an anchor work. Therefore, after the cutting of the tunneling and anchoring machine is completed, the tunneling and anchoring integrated machine 1000 is not required to realize the positioning of the anchor in rows in a way of machine withdrawal of the whole machine, and the anchor drilling platform 200 completes the positioning of the anchor in rows and the anchor work at the upper end part of the main frame 100, so that the tunneling efficiency is accelerated. After the anchoring work is completed, the tunneling and anchoring integrated machine 1000 omits the steps of exiting the cutting position of the tunneling and anchoring machine and returning to the original cutting position of the tunneling and anchoring machine to cut again, thereby further accelerating tunneling efficiency.
Since the anchor drilling platform 200 is provided at the upper end portion of the main frame 100, the position setting space of the anchor drilling platform 200 is large, i.e., the degree of freedom of the setting position of the anchor drilling platform 200 is high. The anchor drilling platform 200 is adjacent to the cutting part 120 in the front-rear direction, so that after the tunneling and anchoring integrated machine 1000 completes one-time cutting, the anchor drilling platform 200 can immediately perform anchor protection work on a newly formed tunnel roof, the tunnel roof can be quickly and firmly worked, the tunnel roof is prevented from collapsing, and the safety of tunneling work is ensured.
Therefore, the tunneling and anchoring integrated machine 1000 provided by the embodiment of the invention has the advantages of realizing the rapid tunneling of the small empty top distance of the unstable top plate, being high in tunneling efficiency, completing the positioning of the anchoring and protecting formation stage without withdrawing the machine, preventing the coal pile from extruding the drilling frame, ensuring that the roadway is not easy to collapse and being high in construction safety.
As shown in fig. 1 and 14, the invention further provides a movable anchor drill platform 200 for an unstable roof tunneling and anchoring integrated machine. The movable anchor drill platform 200 for an unstable roof tunneling and anchoring integrated machine according to an embodiment of the present invention includes a guide sliding frame body 210, an inner anchor device, at least one outer anchor device, and an anchor drill slide rail 220
The rear end of the guide sliding frame 210 is provided with a fixing frame 211. The inner side anchor device includes an inner side moving device and an inner side anchor drill frame 300, a first end of the inner side moving device is connected with the guide sliding frame body 210, and a second end of the inner side moving device is connected with the inner side anchor drill frame 300 so as to drive the inner side anchor drill frame 300 to move.
Each of the outer anchor devices includes an outer moving device having a first end connected to the fixed frame 211 and an outer anchor boom 400 having a second end connected to the outer anchor boom 400 to move the outer anchor boom 400.
The anchor drill slide rail 220, the anchor drill slide rail 220 includes a guide rail 223, the guide rail 223 is provided in the front-rear direction, the guide rail 223 has a guide groove 224 extending in the front-rear direction, and the guide carriage body 210 is movably provided in the guide groove 224 in the front-rear direction.
According to the embodiment of the invention, the movable anchor drill platform 200 for the unstable roof tunneling and anchoring integrated machine is movably arranged in the guide groove 224 along the front-rear direction through the guide sliding frame body 210, so that the guide sliding frame body 210 can move a plurality of anchor devices (an inner anchor device and at least one outer anchor device) to a proper position along the front-rear direction through the anchor drill sliding rail 220, and the anchor devices can be conveniently and quickly started to perform the anchor work or retracted so as not to influence other parts to start to perform the next cutting step, thereby accelerating tunneling efficiency.
The movable anchor drill platform 200 for the unstable roof tunneling and anchoring integrated machine according to the embodiment of the present invention is provided with the guide sliding frame body 210, and the guide sliding frame body 210 is connected with the inner side anchor device and the at least one outer side anchor device. So that a plurality of anchoring devices (an inner anchoring device and at least one outer anchoring device) can be moved along with the movement of the guide sliding frame body 210, thereby improving the moving efficiency of the anchoring devices, i.e., the anchoring efficiency of the anchor drilling platform 200, so that the tunneling efficiency can be further accelerated.
The second end of the inner moving means is connected to the inner anchor boom 300 to move the inner anchor boom 300, and the second end of the outer moving means is connected to the outer anchor boom 400 to move the outer anchor boom 400. That is, the inner and outer anchor drilling frames 300 and 400 may be moved, respectively, so that the position between the inner and outer anchor drilling frames 300 and 400 may be adjusted to meet the requirement of the anchor alignment.
Therefore, the movable anchor drilling platform 200 for the unstable roof tunneling and anchoring integrated machine has the advantages of being convenient for a plurality of anchor devices to move, being convenient for a plurality of anchor drilling frames to move, being high in anchor efficiency, shortening the anchor overhead distance and improving the tunneling efficiency of tunneling equipment in cooperation with the tunneling and anchoring integrated machine.
As shown in fig. 1 to 14, the all-in-one machine 1000 according to the embodiment of the present invention includes a main frame 100, a transporting portion 110, a cutting portion 120, a traveling portion 130, an operating portion 140, a hydraulic system 150, an electrical system 160, a loading portion 170, and a pushable anchor drill platform 200 for an unstable roof all-in-one machine according to an embodiment of the present invention.
The cutting unit 120 is provided at the front end of the main frame 100, and the cutting unit 120 is used for cutting ore. The transport part 110 is provided at the rear end of the main frame 100, and the loading part 170 is provided at the side of the main frame 100, and the loading part 170 is adjacent to the cutting part 120 to facilitate loading of the cut ore.
In some embodiments, the cutting section 120 includes a cutting drum 121, and the cutting drum 121 is located at a front end portion of the main frame 100 to cut ore and cut out a roadway roof and a roadway floor.
The anchor drilling platform 200 is provided at an upper end portion of the main frame 100. For example, the anchor drilling platform 200 is provided at the middle of the upper end portion of the main frame 100 in the left-right direction. Thus, in the roadway with poor roadway side wall conditions, the situation that the components in the anchor drilling platform 200 are crushed by coal pile of the side wall is avoided, and the machine body of the tunneling and anchoring integrated machine 1000 is not easy to damage. The up-down direction is shown by an arrow a in fig. 1, the front-back direction is shown by an arrow B in fig. 1, and the left-right direction is shown by an arrow C in fig. 1.
In the anchoring work, the structural height of the main frame 100 may be used to perform the anchoring work on the tunnel roof. The required height of the anchor drilling platform 200 itself may be reduced thereby facilitating the manufacture and transportation of the anchor drilling platform 200, i.e., the machine 1000.
The anchor drilling platform 200 is provided at an upper end portion of the main frame 100 such that the anchor drilling platform 200 moves with the movement of the main frame 100 and the main frame 100 does not block the anchor drilling platform 200 from performing an anchor work. Therefore, after the cutting of the tunneling and anchoring machine is completed, the tunneling and anchoring integrated machine 1000 is not required to realize the positioning of the anchor in rows in a way of machine withdrawal of the whole machine, and the anchor drilling platform 200 completes the positioning of the anchor in rows and the anchor work at the upper end part of the main frame 100, so that the tunneling efficiency is accelerated. After the anchoring work is completed, the tunneling and anchoring integrated machine 1000 omits the step of returning to the original cutting position of the tunneling and anchoring integrated machine to cut again, and further accelerates the tunneling efficiency.
Since the anchor drilling platform 200 is provided at the upper end portion of the main frame 100, the position setting space of the anchor drilling platform 200 is large, i.e., the degree of freedom of the setting position of the anchor drilling platform 200 is high. The anchor drilling platform 200 is adjacent to the cutting part 120 in the front-rear direction, so that after the tunneling and anchoring integrated machine 1000 completes one-time cutting, the anchor drilling platform 200 can immediately perform anchor protection work on a newly formed tunnel roof, the tunnel roof can be quickly and firmly worked, the tunnel roof is prevented from collapsing, and the safety of tunneling work is ensured.
As shown in fig. 1, in some embodiments, the anchor drilling platform 200 is provided at an upper end portion of the main frame 100, so that the anchor drilling platform 200 is positioned in a large space, and a plurality of anchor drilling platforms 200 may be provided for each of the tunneling and anchoring integrated machines 1000. For example, each of the tunneling and anchoring integrated machines 1000 is provided with two anchor drilling platforms 200, and the two anchor drilling platforms 200 are oppositely arranged in the left-right direction, so that the structural arrangement of the tunneling and anchoring integrated machines 1000 is balanced and the anchoring efficiency is increased.
As shown in fig. 3-6, in some embodiments, the anchor drilling platform 200 includes anchor drilling slide rails 220, guide slide frame bodies 210, anchor protection drill frames, and a temporary support 500 for lapping.
As shown in fig. 1, the anchor slide rail 220 is provided at an upper end portion of the main frame 100, the anchor slide rail 220 extends in the front-rear direction, and the guide slide frame 210 is movably provided on the anchor slide rail 220 in the front-rear direction. Accordingly, the guide carriage 210 is movable in the front-rear direction with respect to the anchor slide rail 220, i.e., the guide carriage 210 is movable in the front-rear direction with respect to the main frame 100. The guide anchor drill frame and the temporary support 500 for lapping are provided on the guide carriage body 210 such that the guide anchor drill frame and the temporary support 500 for lapping can be moved relative to the main frame 100 in the front-rear direction, thereby enabling the anchor drill frame and the temporary support 500 for lapping to be moved directly above the cutting drum 121. After the cutting drum 121 completes one cutting, the anchor drill frame and the temporary support 500 for lapping are moved to the position right above the cutting drum 121 through the guide sliding frame body 210 to immediately perform an anchor work, so that a tunnel roof above the cutting drum 121 is prevented from collapsing.
As shown in fig. 4, in some embodiments, the anchor drill slide 220 includes a front support shelf 221, a rear support shelf 222, and a guide rail 223.
The front support 221 and the rear support 222 are provided on the main frame 100 at intervals in the front-rear direction. The guide rail 223 is provided in the front-rear direction, the guide rail 223 has a guide groove 224 extending in the front-rear direction, and the guide rail 223 is provided on the front support frame 221 and the rear support frame 222. The front support 221 and the rear support 222 are cooperatively disposed on the main frame 100 such that the anchor drill slide rail 220 is conveniently disposed horizontally.
The tunneling and anchoring integrated machine 1000 further comprises an anchor drilling platform pushing oil cylinder, wherein the anchor drilling platform pushing oil cylinder comprises a fixed part and a telescopic part. The fixed part of the anchor drilling platform pushing cylinder is connected with the connecting lug 225 on the guide rail 223, and the telescopic part of the anchor drilling platform pushing cylinder is connected with the guide sliding frame body 210. The anchor drilling platform pushing ram provides the motive force for the guide carriage body 210 to move within the guide slot 224.
In some embodiments, the anchor drilling platform 200 further includes lift cylinders 510. The temporary support 500 for lapping is fixed to the front end of the guide carriage body 210. The lift cylinders 510 are connected to the temporary support 500 for lapping so as to drive a part of the temporary support 500 for lapping to move in the up-down direction.
As shown in fig. 6, the temporary support 500 for lapping may include a fixing rod 520 for lapping, a sliding rod 530 for lapping, and a tray 540.
A temporary fixing rod 520 for lapping is fixed to the front end of the guide carriage body 210. The fixing rod 520 is slidably connected to the sliding rod 530 for laying, and the lift cylinder 510 is connected to the sliding rod 530 for laying so as to drive the sliding rod 530 for laying to move in the up-down direction. The tray 540 is provided at the upper end of the laying slide bar 530. At the beginning of the anchoring, the anchor net sheet is placed on the tray 540, and the lifting cylinder 510 is connected with the sliding rod 530 for net laying so as to drive the sliding rod 530 for net laying to move upwards, so that the anchor net sheet can be propped against the top plate of the roadway, and then the anchor work is completed by placing the anchor rod fixing net sheet through the anchor drill frame. The temporary support 500 for lapping is moved directly above the cutting drum 121 while the anchor mesh is placed.
In some embodiments, each of the anchor drilling platforms 200 includes a plurality of anchor drilling rigs, each of which is movably disposed on the guide carriage body 210, the plurality of anchor drilling rigs improving the anchor efficiency.
As shown in fig. 3, each of the anchor drilling platforms 200 may include an outer anchor drilling rig 400 and an inner anchor drilling rig 300, the outer anchor drilling rig 400 and the inner anchor drilling rig 300 being movably provided on the guide carriage body 210. The outer anchor drilling frame 400 may be spaced apart from the middle of the main frame 100 with respect to the inner anchor drilling frame 300 in the left-right direction, and the outer anchor drilling frame 400 and the inner anchor drilling frame 300 may be disposed side by side in the left-right direction, anchoring the bolts in a row, and improving the anchoring efficiency.
In some embodiments, a jobsite platform 200 for an unstable roof-boring and anchoring all-in-one machine in accordance with an embodiment of the present invention includes an inboard anchor and at least one outboard anchor.
The medial anchor includes a medial movement device and a medial anchor boom 300. The first end of the inner moving means is connected to the guide carriage body 210 and the second end of the inner moving means is connected to the inner anchor frame 300 so as to move the inner anchor frame 300.
As shown in fig. 8 and 9, the inner moving means may include an inner boom lateral movement rail 310 and an inner boom sliding holder 320.
The inner boom lateral movement rail 310 is provided with an inner push cylinder 311 and a first chute 312 extending in the left-right direction, and the inner push cylinder 311 includes a fixed portion and a telescopic portion. An inner boom lateral movement rail 310 is fixed to the front end of the guide carriage body 210. The inner drill frame sliding holder 320 is provided with a first sliding plate 321, the first sliding plate 321 is movably arranged in the first sliding groove 312 along the left-right direction, and the first sliding plate 321 is connected with the telescopic part of the inner pushing cylinder 311. The first slide plate 321 moves in the first slide groove 312 in the left-right direction as the extension and contraction portion of the inner push cylinder 311 extends and contracts. That is, the inner side anchor boom 300 moves in the left-right direction with respect to the inner side boom lateral movement rail 310 along with the inner side boom sliding holder 320, i.e., the inner side anchor boom 300 moves in the left-right direction by the engagement of the inner side boom lateral movement rail 310 and the inner side boom sliding holder 320.
In some embodiments, the inboard anchor boom 300 is movably disposed on the inboard boom slide mount 320.
As shown in fig. 9 and 10, the inside moving device further includes a second slider 322 and an inside swing arm 320.
The second slide plate 322 is provided on the inner boom slide holder 320 movably in the up-down direction. The inner swing arm 320 is provided with an inner rotation motor 321, and the inner rotation motor 321 includes a fixed portion and a rotating portion. The rotating part of the inner rotary motor 321 is connected to the second slide plate 322, and the fixing part of the inner rotary motor 321 is connected to the inner anchor boom 300. The rotation motor 321 drives the inner side anchor drilling frame 300 to rotate so that the inner side anchor drilling frame 300 rotates to a proper angle, and the second sliding plate 322 drives the rotation motor 321 to move up and down so as to drive the inner side anchor drilling frame 300 to move up and down to a proper position.
In some embodiments, the guide carriage body 210 is provided at a rear end thereof with a fixed housing 211. Swing frames 410 are provided on the anchor drilling platform 200, and each swing frame 410 is connected to the outer anchor drilling frame 400 such that the outer anchor drilling frame 400 is rotatably provided on the anchor drilling platform 200. Each of the outer anchor devices includes an outer moving device having a first end (swing frame 410) connected to the fixed frame 211 and an outer anchor frame 400 having a second end connected to the outer anchor frame 400 to move the outer anchor frame 400.
As shown in fig. 3, the outside moving means includes a swing frame 410, a rear swing cylinder 420, a lift arm extension 430, and a lift arm lift cylinder 440.
The swing frame 410 is hinged with the fixed frame 211 so that the swing frame 410 can swing in the left and right directions around the fixed frame 211. The rear swing cylinder 420 includes a fixing portion and a telescopic portion, the fixing portion of the rear swing cylinder 420 is hinged to the fixing frame 211, and the telescopic portion of the rear swing cylinder 420 is hinged to the swing frame 410 so as to drive the fixing frame 211 to swing to the left and right sides. The swing frame 410 and the rear swing cylinder 420 cooperate to facilitate the lateral side anchor boom 400 to move in the left-right direction, so that the lateral side anchor boom 400 may be disposed side-by-side with the medial side anchor boom 300 in the left-right direction.
As shown in fig. 12, the lifting arm extension 430 includes a fixing portion and an extension portion, and the fixing portion of the lifting arm extension 430 is hinged to the swing frame 410 so that the lifting arm extension 430 can swing up and down around the swing frame 410, and the outer anchor boom 400 is movably provided on the extension portion of the lifting arm extension 430. The lifting arm lifting cylinder 440 includes a fixing portion and a telescopic portion, the fixing portion of the lifting arm lifting cylinder 440 is hinged to the swing frame 410, and the telescopic portion of the lifting arm lifting cylinder 440 is hinged to the fixing portion of the lifting arm telescopic device 430 so as to drive the lifting arm telescopic device 430 to swing in an up-down direction. The lifting arm extension device 430 and the lifting arm lifting cylinder 440 facilitate the movement of the outer side anchor drilling frame 400 in the up-down direction, so that the outer side anchor drilling frame 400 can be moved to the tunnel roof for the anchor work.
In some embodiments, the outer moving device further includes an outer swing arm 450, the outer swing arm 450 is provided on the telescopic part of the lifting arm telescopic device 430, an outer rotation motor 451 is provided on the outer swing arm 450, the outer rotation motor 451 includes a fixed part and a rotating part, the rotating part of the outer rotation motor 451 is connected to the outer anchor boom 400, and the fixed part of the outer rotation motor 451 is provided on the outer swing arm 450. The outer rotary motor 451 drives the outer anchor boom 400 to rotate to a proper angle for the anchor work.
In some embodiments, the movable anchor drilling platform 200 for the unstable roof tunneling and anchoring integrated machine according to the embodiment of the present invention further includes an anchor drilling operation platform 600, wherein the anchor drilling operation platform 600 is disposed on the guide sliding frame body 210, and the anchor drilling operation platform 600 is located between the fixed frame 211 and the inner side drilling frame lateral movement guide rail 310, so as to facilitate an operator to perform an anchor maintenance work.
As shown in fig. 14, the anchor drill operation platform 600 includes a fixed operation platform 610, a flap operation platform 620, and a flipping cylinder 630, and the flipping cylinder 630 includes a fixed portion and a telescopic portion. The fixed operation platform 610 and the flap type operation platform 620 are oppositely arranged in the left-right direction, the fixed operation platform 610 and the flap type operation platform 620 are rotatably connected, the fixed part of the turning cylinder 630 is connected with the fixed operation platform 610, and the telescopic part of the turning cylinder 630 is connected with the flap type operation platform 620. Thus, the fixed operation platform 610 and the flap type operation platform 620 can be folded and turned relatively, the flap type operation platform 620 is opened when needed, and after the anchor work is completed, the folding flap type operation platform 620 does not block the outside moving device from shrinking back with the outside anchor drill frame 400, so that the occupied space is reduced.
In the description of the present invention, it should be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", "axial", "radial", "circumferential", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings are merely for convenience in describing the present invention and simplifying the description, and do not indicate or imply that the device or element being referred to must have a specific orientation, be configured and operated in a specific orientation, and therefore should not be construed as limiting the present invention.
Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include at least one such feature. In the description of the present invention, the meaning of "plurality" means at least two, for example, two, three, etc., unless specifically defined otherwise.
In the present invention, unless explicitly specified and limited otherwise, the terms "mounted," "connected," "secured," and the like are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally formed; may be mechanically connected, may be electrically connected or may be in communication with each other; either directly or indirectly, through intermediaries, or both, may be in communication with each other or in interaction with each other, unless expressly defined otherwise. The specific meaning of the above terms in the present invention can be understood by those of ordinary skill in the art according to the specific circumstances.
In the present invention, unless expressly stated or limited otherwise, a first feature "up" or "down" a second feature may be the first and second features in direct contact, or the first and second features in indirect contact via an intervening medium. Moreover, a first feature being "above," "over" and "on" a second feature may be a first feature being directly above or obliquely above the second feature, or simply indicating that the first feature is level higher than the second feature. The first feature being "under", "below" and "beneath" the second feature may be the first feature being directly under or obliquely below the second feature, or simply indicating that the first feature is less level than the second feature.
For purposes of this disclosure, the terms "one embodiment," "some embodiments," "example," "a particular example," or "some examples," etc., mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, schematic representations of the above terms are not necessarily directed to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples. Furthermore, the different embodiments or examples described in this specification and the features of the different embodiments or examples may be combined and combined by those skilled in the art without contradiction.
While embodiments of the present invention have been shown and described above, it will be understood that the above embodiments are illustrative and not to be construed as limiting the invention, and that variations, modifications, alternatives and variations may be made to the above embodiments by one of ordinary skill in the art within the scope of the invention.

Claims (8)

1. The utility model provides a but be used for unsteady roof to dig anchor all-in-one to push away anchor and bore platform which characterized in that, anchor bores the platform and includes:
The guide sliding frame body extends along the front-back direction, and a fixed base is arranged at the rear end part of the guide sliding frame body;
The inner side anchoring device comprises an inner side moving device and an inner side anchoring drill frame, a first end of the inner side moving device is connected with the guide sliding frame body, and a second end of the inner side moving device is connected with the inner side anchoring drill frame so as to drive the inner side anchoring drill frame to move;
At least one outer anchor device, each outer anchor device comprising an outer moving device and an outer anchor boom, a first end of the outer moving device being connected to the fixed frame, a second end of the outer moving device being connected to the outer anchor boom so as to drive the outer anchor boom to move; and
The anchor drill slide rail comprises a guide rail, the guide rail is arranged along the front-back direction, the guide rail is provided with a guide groove extending along the front-back direction, and the guide sliding frame body is movably arranged in the guide groove along the front-back direction;
the inside moving device includes:
The inner side drilling frame transverse moving guide rail is provided with an inner side pushing oil cylinder and a first chute extending in the left-right direction, the inner side pushing oil cylinder comprises a fixed part and a telescopic part, and the inner side drilling frame transverse moving guide rail is fixed at the front end part of the guide sliding frame body; and
The inner side drilling frame sliding fixing seat is provided with a first sliding plate, the first sliding plate is movably arranged in the first sliding groove along the left-right direction, the first sliding plate is connected with the telescopic part of the inner side pushing oil cylinder, and the inner side anchor drilling frame is movably arranged on the inner side drilling frame sliding fixing seat;
the inside mobile device further includes:
the second sliding plate is movably arranged on the inner side drilling frame sliding fixing seat along the up-down direction; and
The inner swing arm is provided with an inner rotating motor, the inner rotating motor comprises a fixing part and a rotating part, the rotating part of the inner rotating motor is connected with the second sliding plate, and the fixing part of the inner rotating motor is connected with the inner anchor drill frame.
2. The movable anchor drilling platform for an unstable roof tunneling and anchoring integrated machine according to claim 1, wherein said outboard moving means comprises:
The swing base is hinged with the fixed base so that the swing base can swing around the fixed base in the left-right direction; and
The rear swing oil cylinder comprises a fixed part and a telescopic part, the fixed part of the rear swing oil cylinder is hinged with the fixed base, and the telescopic part of the rear swing oil cylinder is hinged with the swing base so as to drive the fixed base to swing leftwards and rightwards.
3. The movable anchor drilling platform for an unstable roof tunneling and anchoring integrated machine according to claim 2, wherein said outboard moving means further comprises:
The lifting arm telescopic device comprises a fixed part and a telescopic part, the fixed part of the lifting arm telescopic device is hinged with the swinging base so that the lifting arm telescopic device can swing downwards around the swinging base, and the outer anchor drilling frame is movably arranged on the telescopic part of the lifting arm telescopic device; and
The lifting arm lifting oil cylinder comprises a fixing part and a telescopic part, wherein the fixing part of the lifting arm lifting oil cylinder is hinged with the swinging base, and the telescopic part of the lifting arm lifting oil cylinder is hinged with the fixing part of the lifting arm telescopic device so as to drive the lifting arm telescopic device to swing in the up-down direction.
4. A mobile, retractable, anchor drilling platform for an unstable roof, roof-boring and anchoring all-in-one machine as defined in claim 3, wherein said outboard mobile device further comprises:
The outer swing arm is arranged on the telescopic part of the lifting arm telescopic device, an outer rotating motor is arranged on the outer swing arm and comprises a fixed part and a rotating part, the rotating part of the outer rotating motor is connected with the outer anchor drill frame, and the fixed part of the outer rotating motor is arranged on the outer swing arm.
5. The movable anchor drilling platform for an unstable roof tunneling and anchoring integrated machine according to claim 1, further comprising
The temporary support for lapping is fixed at the front end of the guide sliding frame body; and
And the lifting oil cylinder is connected with the temporary support for the lapping so as to drive a part of the temporary support for the lapping to move in the up-down direction.
6. The movable anchor drilling platform for an unstable roof tunneling and anchoring integrated machine according to claim 5, wherein said temporary support for lapping comprises
The temporary fixing rod for lapping is fixed at the front end of the guide sliding frame body;
A sliding rod for lapping, which is slidingly connected with the fixed rod for lapping, and the lifting cylinder is connected with the sliding rod for lapping so as to drive the sliding rod for lapping to move up and down; and
And the tray is arranged at the upper end part of the sliding rod for lapping.
7. The movable anchor drilling platform for an unstable roof tunneling and anchoring integrated machine according to claim 1, further comprising an anchor drilling operation platform provided on a guide carriage body, said anchor drilling operation platform being located between said fixed bed and said inboard drill carriage lateral movement rail.
8. The movable anchor drill platform for the unstable roof tunneling and anchoring integrated machine according to claim 7, wherein the anchor drill operation platform comprises a fixed operation platform, a turning plate type operation platform and a turning oil cylinder, the turning oil cylinder comprises a fixed part and a telescopic part, the fixed operation platform and the turning plate type operation platform are oppositely arranged in the left-right direction, the fixed operation platform and the turning plate type operation platform are rotationally connected, the fixed part of the turning oil cylinder is connected with the fixed operation platform, and the telescopic part of the turning oil cylinder is connected with the turning plate type operation platform.
CN202110054826.6A 2021-01-15 2021-01-15 Be used for unsteady roof to dig anchor all-in-one can push away anchor and bore platform Active CN112727456B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202110054826.6A CN112727456B (en) 2021-01-15 2021-01-15 Be used for unsteady roof to dig anchor all-in-one can push away anchor and bore platform

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202110054826.6A CN112727456B (en) 2021-01-15 2021-01-15 Be used for unsteady roof to dig anchor all-in-one can push away anchor and bore platform

Publications (2)

Publication Number Publication Date
CN112727456A CN112727456A (en) 2021-04-30
CN112727456B true CN112727456B (en) 2024-05-17

Family

ID=75591655

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202110054826.6A Active CN112727456B (en) 2021-01-15 2021-01-15 Be used for unsteady roof to dig anchor all-in-one can push away anchor and bore platform

Country Status (1)

Country Link
CN (1) CN112727456B (en)

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113202466A (en) * 2021-06-09 2021-08-03 中国煤炭科工集团太原研究院有限公司 Four-arm tunneling and anchoring integrated machine
CN113445910B (en) * 2021-07-29 2022-12-13 中国煤炭科工集团太原研究院有限公司 Anchor protection device and thin coal seam anchor rod drill carriage with same
CN114017021B (en) * 2021-11-08 2024-04-05 中国煤炭科工集团太原研究院有限公司 Tunneling and anchoring machine and tunneling system
CN114086894A (en) * 2021-11-08 2022-02-25 中国煤炭科工集团太原研究院有限公司 Telescopic structure and drilling machine
CN114086893A (en) * 2021-11-08 2022-02-25 中国煤炭科工集团太原研究院有限公司 Telescopic structure and drilling machine
CN114320398B (en) * 2021-11-25 2023-10-13 中国煤炭科工集团太原研究院有限公司 High-precision full-intelligent anchor rod support robot

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1598245A (en) * 2004-09-27 2005-03-23 山西晋城无烟煤矿业集团有限责任公司寺河矿 Self-propelled cable machine
WO2010048650A2 (en) * 2008-10-28 2010-05-06 Sandvik Mining And Construction G.M.B.H. Heading or extraction machine
CN204311979U (en) * 2014-08-16 2015-05-06 中国煤炭科工集团太原研究院有限公司 A kind of lateral wall jumbolter lifting appliance of vertical-lift multiple degrees of freedom adjustment
WO2017156970A1 (en) * 2016-03-14 2017-09-21 中国矿业大学 Drilling and bursting heading machine
CN206785394U (en) * 2017-04-13 2017-12-22 上海创力集团股份有限公司 A kind of heading and anchoring integrated machine
CN109882167A (en) * 2019-02-27 2019-06-14 山西天巨重工机械有限公司 A kind of spy digging and anchoring integrated machine
CN110984853A (en) * 2019-11-29 2020-04-10 中国煤炭科工集团太原研究院有限公司 Six-arm anchor rod transfer unit for coal mine
CN112065424A (en) * 2020-09-15 2020-12-11 山东兖煤黑豹矿业装备有限公司 Rear-mounted digging, anchoring and protecting all-in-one machine of anchoring and protecting mechanism
CN112177646A (en) * 2020-11-16 2021-01-05 江苏中贵重工有限公司 Straddle type anchor rod drill carriage

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1598245A (en) * 2004-09-27 2005-03-23 山西晋城无烟煤矿业集团有限责任公司寺河矿 Self-propelled cable machine
WO2010048650A2 (en) * 2008-10-28 2010-05-06 Sandvik Mining And Construction G.M.B.H. Heading or extraction machine
CN204311979U (en) * 2014-08-16 2015-05-06 中国煤炭科工集团太原研究院有限公司 A kind of lateral wall jumbolter lifting appliance of vertical-lift multiple degrees of freedom adjustment
WO2017156970A1 (en) * 2016-03-14 2017-09-21 中国矿业大学 Drilling and bursting heading machine
CN206785394U (en) * 2017-04-13 2017-12-22 上海创力集团股份有限公司 A kind of heading and anchoring integrated machine
CN109882167A (en) * 2019-02-27 2019-06-14 山西天巨重工机械有限公司 A kind of spy digging and anchoring integrated machine
CN110984853A (en) * 2019-11-29 2020-04-10 中国煤炭科工集团太原研究院有限公司 Six-arm anchor rod transfer unit for coal mine
CN112065424A (en) * 2020-09-15 2020-12-11 山东兖煤黑豹矿业装备有限公司 Rear-mounted digging, anchoring and protecting all-in-one machine of anchoring and protecting mechanism
CN112177646A (en) * 2020-11-16 2021-01-05 江苏中贵重工有限公司 Straddle type anchor rod drill carriage

Also Published As

Publication number Publication date
CN112727456A (en) 2021-04-30

Similar Documents

Publication Publication Date Title
CN112727456B (en) Be used for unsteady roof to dig anchor all-in-one can push away anchor and bore platform
CN112682035B (en) But anchor drill platform formula unstable roof of pushing away is with tunneling anchor all-in-one
US20240191624A1 (en) Bolter Miner and Tunneling System
CN109763853B (en) Portal frame anchor machine
US3114425A (en) Stepper-type tramming support for mining equipment
CN213478364U (en) Stock reprints unit
CN113217007A (en) Special-shaped section roadway forming heading machine
CN111425214A (en) Full-section quick vertical anchoring and protecting tunneling and anchoring machine
CN115853560A (en) A stock drill boom and multi-functional drill carriage for narrow and small space in colliery
CN113202527B (en) Eight-arm anchor drill carriage with narrow frame and large support section
CN117662140A (en) Drilling, digging and supporting integrated machine for parallel operation of digging and anchoring
JP3355235B2 (en) Tunnel construction method and device
CN209925016U (en) Portal anchor protects machine
CN217107014U (en) Special-shaped section roadway forming heading machine
CN113445911B (en) Thin coal seam anchor rod drill carriage
CN114893199A (en) A dig anchor all-in-one and dig anchor system for high gas mine
JP4557931B2 (en) Excavator body recovery device in tunnel excavator
CN113187474A (en) High-shrinkage ratio digging and mining system
JP2618798B2 (en) Multi-function excavator
JP2990074B2 (en) Segment temporary storage device
JP4034442B2 (en) Electa interlocking segment assembly scaffold
JP3844166B2 (en) Slope drilling machine and slope drilling method
CN217501716U (en) Multi freedom roofbolter device
CN218991574U (en) Anchor protection device and tunneling, anchoring and protecting integrated machine
CN113445910B (en) Anchor protection device and thin coal seam anchor rod drill carriage with same

Legal Events

Date Code Title Description
PB01 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