CN109555532A - A kind of horizontal shaft type rock tunnel digging windlass - Google Patents
A kind of horizontal shaft type rock tunnel digging windlass Download PDFInfo
- Publication number
- CN109555532A CN109555532A CN201910046491.6A CN201910046491A CN109555532A CN 109555532 A CN109555532 A CN 109555532A CN 201910046491 A CN201910046491 A CN 201910046491A CN 109555532 A CN109555532 A CN 109555532A
- Authority
- CN
- China
- Prior art keywords
- windlass
- rack
- shaft type
- horizontal shaft
- rock tunnel
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 239000011435 rock Substances 0.000 title claims abstract description 70
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 18
- 238000005461 lubrication Methods 0.000 claims abstract description 15
- 230000007246 mechanism Effects 0.000 claims abstract description 8
- 239000002689 soil Substances 0.000 claims abstract description 8
- 230000001681 protective effect Effects 0.000 claims description 15
- 238000001816 cooling Methods 0.000 claims description 7
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 230000000903 blocking effect Effects 0.000 claims description 3
- 238000009434 installation Methods 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 238000005096 rolling process Methods 0.000 claims description 2
- 239000000725 suspension Substances 0.000 abstract description 6
- 238000004873 anchoring Methods 0.000 description 5
- 239000004575 stone Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000001141 propulsive effect Effects 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000008450 motivation Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH 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 DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D20/00—Setting anchoring-bolts
- E21D20/003—Machines for drilling anchor holes and setting anchor bolts
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH 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
- E21D9/1006—Making by using boring or cutting machines with rotary cutting tools
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH 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
- E21D9/1086—Drives or transmissions specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH 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
- E21D9/12—Devices for removing or hauling away excavated material or spoil; Working or loading platforms
Abstract
The invention belongs to development machine fields, windlass is dug more particularly to a kind of horizontal shaft type rock tunnel, includes: cutting mechanism, shovel board portion, scratch board conveyor, roofbolt machine, running part, rear support portion, lubrication portion, hydraulic system, water system, electrical system, two lateral wall roof-bolters and rack；When horizontal shaft type rock tunnel digs windlass and enters tunnel and start to be excavated, first the rock that two lateral wall roof-bolters dig windlass two sides to horizontal shaft type rock tunnel is drilled and carries out suspension roof support, it is drilled again with the rock that roofbolt machine digs windlass two sides to horizontal shaft type rock tunnel and carries out suspension roof support, rear support portion is rotated again, make the bearing in rear support portion hammer into horizontal shaft type rock tunnel to dig in the soil at windlass rear portion, play the role of increasing horizontal shaft type rock tunnel digging windlass lateral thrust, so that horizontal shaft type rock tunnel is dug windlass and be easier to be crushed rock.
Description
[technical field]
The present invention relates to development machine fields, and in particular to a kind of horizontal shaft type rock tunnel digging windlass.
[background technique]
Currently, development machine in the excavation of rock tunnel, since the propulsive force that development machine needs is huge, is needed development machine
Temporarily it is anchored, to increase the propulsive force of development machine, and existing development machine is not achieved and can quickly be anchored before driving,
Encounter landslide or other geological disasters generation when quickly recede from tunnel, the safety of construction personnel cannot ensure.Institute
With, it is also very desirable to a kind of preceding work effect that with anchoring work, can quickly improve development machine of horizontal shaft type rock tunnel digging windlass driving
Rate, when causing danger, energy fast cancel anchoring improves the safety guarantee of operator.
[summary of the invention]
In view of problem above, the present invention provides a kind of horizontal shaft type rock tunnel digging windlass, which digs anchor
Machine quickly can improve the working efficiency of development machine, when causing danger, energy before tunnel digs windlass driving with anchoring work
Fast cancel anchoring, improves the safety guarantee of operator.
The technical problems to be solved by the invention are implemented with the following technical solutions:
A kind of horizontal shaft type rock tunnel digs windlass, includes: cutting mechanism, shovel board portion, scratch board conveyor, roofbolt
Machine, running part, rear support portion, lubrication portion, hydraulic system, water system, electrical system, two lateral wall roof-bolters and rack；
Cutting mechanism includes cutting drum portion, roller catch bar, drum driven bar and rack bar；
Cutting drum portion is set in rack, and roller catch bar one end and the rotation of cutting drum portion connect；Roller catch bar
The other end and the rotation of drum driven bar one end connect；The drum driven bar other end and the rotation of rack bar connect；Rack bar with it is hydraulic
System 8 is fixedly connected；
Shovel board portion is set in rack, and shovel board portion is installed on cutting drum portion bottom, shovel board portion telescopic rod one end with
The rotation connection of shovel board portion, the other end are fixedly connected with hydraulic system；
Scratch board conveyor is set in rack, and scratch board conveyor is connect with shovel board portion, and scratch board conveyor extends to machine
Frame tail portion；
Roofbolt machine is fixedly installed in rack, and roofbolt machine is located above cutting drum portion；
Shovel board portion is set in rack, and running part is installed on scratch board conveyor two sides；
Rear support portion is located at electrical system lower part；And rear support portion is by being rotatably mounted on rack with rotation axis connection
On；
Lubrication portion is installed in rack and between hydraulic system and running part；
Running part installation is connect with bottom of the frame for driving rack to walk；
Hydraulic system is installed in rack and is fixedly connected with lubrication portion；
Water system is installed in rack and is fixedly connected with hydraulic system；
Electrical system is installed in rack and is fixedly connected with water system；
Two lateral wall roof-bolters are set in rack, and two lateral wall roof-bolters are symmetrically disposed at left and right sides of scratch board conveyor, and
And two lateral wall roof-bolter be located at roofbolt motor spindle.
Lubrication portion connection corresponding with the horizontal shaft type rock tunnel digging each oil site of windlass, for moistening to each oil site
It is sliding.
Hydraulic system is dug each executive component of windlass with horizontal shaft type rock tunnel and is connect, for being each hydraulic actuator
Power is provided.
Water system connection corresponding with the horizontal shaft type rock tunnel digging each cooling point of windlass, water system are used for each cooling point
Cool down.
Electrical system is dug each motor of windlass with horizontal shaft type rock tunnel and is correspondingly connected with, and each motor of electrical system is supplied
Electricity.
Rear support portion is provided with several bearing nails.
When horizontal shaft type rock tunnel digs windlass and enters tunnel and start to be excavated, first by two lateral wall roof-bolters to horizontal shaft type rock
The rock that tunnel digs windlass two sides is drilled and carries out suspension roof support, then digs anchor to horizontal shaft type rock tunnel with roofbolt machine
The rock of machine two sides is drilled and carries out suspension roof support, then rear support portion is rotated, and the bearing in rear support portion is made to follow closely nail
Enter horizontal shaft type rock tunnel to dig in the soil at windlass rear portion, plays and increase the work that horizontal shaft type rock tunnel digs windlass lateral thrust
With, make horizontal shaft type rock tunnel dig windlass be easier rock is crushed.Rack bar pushes the movement of drum driven bar；Roller drives
Lever is pushing the rotation of roller catch bar, then by pushing the flexible of roller catch bar itself, realizes the flexible of cutting drum portion
And advance；Make cutting drum portion is more flexible to cut to rock；Shovel board portion is set in rack, shovel board portion and is installed on
Cutting drum portion bottom, the flexible of shovel board portion telescopic rod can drive the flexible of shovel board portion, the stone that cutting drum portion is cut down
It falls in shovel board portion, then is transported on scratch board conveyor by shovel board portion, stone is transported to frame aft and carried out by scratch board conveyor
Clearing and retrieving.
Preferably, protective plate, protective plate one end and the roofbolt machine other end and the fixed company of rack are additionally provided in rack
It connects, protective plate is for blocking the soil or rock fallen down from tunnel top.
Preferred protective plate and the horizontal sextant angle of rack are 30-45 °, and soil or rock can be made effectively to slide from protective plate,
It is unlikely to be deposited on protective plate.
Preferably, running part is steel tracks chassis, and running part can bear the weight of rack, and rack is driven to be transported
It is dynamic.
Roller catch bar, drum driven bar, rack bar and shovel board portion telescopic rod are hydraulically extensible cylinder, and hydraulic system is
Roller catch bar, drum driven bar, rack bar and shovel board portion telescopic rod provide the required power that stretches.
By adopting the above-described technical solution, the invention has the following advantages: horizontal shaft type rock tunnel digs windlass, energy
It is quickly anchored before driving, quickly recedes from tunnel when encountering the generation of landslide or other geological disasters, guarantee is applied
The safety of worker person improves the working efficiency of development machine, and when causing danger, energy fast cancel anchoring improves the peace of operator
All risk insurance barrier.
[Detailed description of the invention]
Fig. 1 is the structural schematic diagram that horizontal shaft type rock tunnel of the present invention digs windlass.
Fig. 2 is the structural schematic diagram that horizontal shaft type rock tunnel of the present invention digs windlass.
Main element symbol description
| Rack 101 | Cutting mechanism 1 | Shovel board portion 2 |
| Scratch board conveyor 3 | Roofbolt machine 4 | Running part 5 |
| Rear support portion 6 | Lubrication portion 7 | Hydraulic system 8 |
| Water system 9 | Electrical system 10 | Lateral wall roof-bolter 111 |
| Cutting drum portion 11 | Roller catch bar 12 | Drum driven bar 13 |
| Rack bar 14 | Shovel board portion telescopic rod 21 | Dust block board 41 |
| Bearing nail 61 |
[specific embodiment]
The following examples can help those skilled in the art that the present invention is more fully understood, but cannot be with any
Mode limits the present invention.
Fig. 1-Fig. 2 is please referred to, a kind of horizontal shaft type rock tunnel digging windlass includes: cutting mechanism 1, shovel board portion 2, scraper plate
Transporter 3, roofbolt machine 4, running part 5, rear support portion 6, lubrication portion 7, hydraulic system 8, water system 9, electrical system 10, two
Lateral wall roof-bolter 111 and rack 101；
Cutting mechanism 1 includes cutting drum portion 11, roller catch bar 12, drum driven bar 13 and rack bar 14；
Cutting drum portion 11 is for being crushed rock, and cutting drum portion 11 is set to 101 in rack, roller catch bar
12 one end and the rotation of cutting drum portion 11 connect；12 other end of roller catch bar and the rotation of 13 one end of drum driven bar connect；Rolling
Cylinder 13 other end of drive rod and the rotation of rack bar 14 connect；Rack bar 14 is fixedly connected with hydraulic system 8；
Shovel board portion 2 is set in rack 101, shovel board portion 2 and is installed on 11 bottom of cutting drum portion, shovel board portion telescopic rod
21 one end and the rotation of shovel board portion 2 connect, and the other end is fixedly connected with hydraulic system 8；
Scratch board conveyor 3 is set in rack 101, and scratch board conveyor 3 is connect with shovel board portion 2, and scratch board conveyor 3 prolongs
Extend to 101 tail portion of rack；
Roofbolt machine 4 is fixedly installed in rack 101, and roofbolt machine 4 is located at 11 top of cutting drum portion；
Shovel board portion 2 is set in rack 101, and running part 5 is installed on 3 two sides of scratch board conveyor；
Rear support portion 6 is located at 10 lower part of electrical system；And rear support portion 6 is by being rotatably mounted on machine with rotation axis connection
On frame 101；
Lubrication portion 7 is installed in rack 101 and between hydraulic system 8 and running part 5
The installation of running part 5 is connect with 101 bottom of rack for driving rack 101 to walk；
Hydraulic system 8 is installed in rack 101 and is fixedly connected with lubrication portion 7；
Water system 9 is installed in rack 101 and is fixedly connected with hydraulic system 8；
Electrical system 10 is installed in rack 101 and is fixedly connected with water system 9；
Two lateral wall roof-bolters 4 are set in rack 101, and two lateral wall roof-bolters 111 are symmetrically disposed on scratch board conveyor 3 or so
Two sides, and two lateral wall roof-bolters 111 are located at 4 bottom of roofbolt machine.
The connection corresponding with the horizontal shaft type rock tunnel digging each oil site of windlass of lubrication portion 7, for being carried out to each oil site
Lubrication.
Hydraulic system 8 and horizontal shaft type rock tunnel dig windlass each executive component and connects, for being each hydraulic to execute member
Part provides power.
The connection corresponding with the horizontal shaft type rock tunnel digging each cooling point of windlass of water system 9, water system 9 are used for each cooling
Point cools down.
10 horizontal shaft type rock tunnel of electrical system digs each motor of windlass and is correspondingly connected with, and each motor of electrical system 10 carries out
Power supply.
Rear support portion 6 is provided with several bearing nails 61；
When horizontal shaft type rock tunnel digs windlass and enters tunnel and start to be excavated, first by two lateral wall roof-bolters 111 to horizontal shaft type
The rock that rock tunnel digs windlass two sides is drilled and carries out suspension roof support, then with roofbolt machine 4 to horizontal shaft type rock tunnel
The rock that road digs windlass two sides is drilled and carries out suspension roof support, then rear support portion 6 is rotated, and makes rear support portion 6
Bearing nail 61 hammers into horizontal shaft type rock tunnel and digs in the soil at windlass rear portion, and it is horizontal to play increase horizontal shaft type rock tunnel digging windlass
Effect to thrust makes horizontal shaft type rock tunnel dig windlass and is easier to be crushed rock.Rack bar 14 pushes drum driven
Bar 13 moves；Drum driven bar 13 is pushing roller catch bar 12 to rotate, then by pushing the flexible of roller catch bar 12 itself,
It realizes the flexible of cutting drum portion 11 and advances；Make cutting drum portion 11 is more flexible to cut to rock；Shovel board portion 2 is arranged
In in rack 101, and shovel board portion 2 is installed on 11 bottom of cutting drum portion, and the flexible of shovel board portion telescopic rod 21 can drive shovel board
Portion 2 stretches, and the stone that cutting drum portion 11 is cut down is fallen in shovel board portion 2, then is transported to scraper plate transport by shovel board portion 2
On machine 3, stone is transported to 101 tail portion of rack and carries out clearing and retrieving by scratch board conveyor 3.
Protective plate 41,41 one end of protective plate and 4 other end of roofbolt machine are additionally provided in rack 101 in the present embodiment
It is fixedly connected with rack 101, protective plate 41 is for blocking the soil or rock fallen down from tunnel top.
Preferred protective plate 41 and the horizontal sextant angle of rack 101 are 30-45 °, can make soil or rock effectively from protective plate
41 slide, and are unlikely to be deposited on protective plate 41.
Running part 5 is steel tracks chassis in the present embodiment, and running part 5 can bear the weight of rack 101, and with motivation
Frame 101 is moved.
Roller catch bar 12, drum driven bar 13, rack bar 14 and shovel board portion telescopic rod 21 are hydraulically extensible cylinder, hydraulic
System 8 is that roller catch bar 12, drum driven bar 13, rack bar 14 and shovel board portion telescopic rod 21 provide required move of stretching
Power.
Although above the present invention is described in detail with a general description of the specific embodiments,
On the basis of the present invention, it can be made some modifications or improvements, this will be apparent to those skilled in the art.Cause
This, these modifications or improvements, fall within the scope of the claimed invention without departing from theon the basis of the spirit of the present invention.
Claims (8)
1. a kind of horizontal shaft type rock tunnel digs windlass, which is characterized in that include: cutting mechanism, shovel board portion, scratch board conveyor,
Roofbolt machine, running part, rear support portion, hydraulic system, two lateral wall roof-bolters and rack；
Cutting mechanism includes cutting drum portion, roller catch bar, drum driven bar and rack bar；
Cutting drum portion is for being crushed rock, and cutting drum portion is set in rack, roller catch bar one end and cutting
The rotation connection of roller portion；The roller catch bar other end and the rotation of drum driven bar one end connect；The drum driven bar other end and machine
Hack lever rotation connection；Rack bar is fixedly connected with hydraulic system；
Shovel board portion is set in rack, and shovel board portion is installed on cutting drum portion bottom, shovel board portion telescopic rod one end and shovel board
Portion's rotation connection, the other end are fixedly connected with hydraulic system；
Scratch board conveyor is set in rack, and scratch board conveyor is connect with shovel board portion, and scratch board conveyor extends to rack tail
Portion；
Roofbolt machine is fixedly installed in rack, and roofbolt machine is located above cutting drum portion；
Shovel board portion is set in rack, and running part is installed on scratch board conveyor two sides；
It rear support portion and is rotatably mounted in rack；
Running part installation is connect with bottom of the frame for driving rack to walk；
Two lateral wall roof-bolters are set in rack, and two lateral wall roof-bolters are symmetrically disposed at left and right sides of scratch board conveyor, and two
Lateral wall roof-bolter is located at roofbolt motor spindle；
Hydraulic system is connect with roller catch bar, drum driven bar, rack bar and shovel board portion telescopic rod, and hydraulic system is rolling
Cylinder catch bar, drum driven bar, rack bar and shovel board portion telescopic rod provide the required power that stretches.
2. a kind of horizontal shaft type rock tunnel according to claim 1 digs windlass, which is characterized in that the running part is steel
Crawler body processed.
3. a kind of horizontal shaft type rock tunnel according to claim 1 digs windlass, which is characterized in that if rear support portion is provided with
The Heavenly Stems and Earthly Branches hold nail.
4. a kind of horizontal shaft type rock tunnel according to claim 1 digs windlass, which is characterized in that horizontal shaft type rock tunnel is dug
Windlass further includes having lubrication portion, and lubrication portion is installed in rack and between hydraulic system and running part, lubrication portion and cross
Shaft type rock tunnel digs the corresponding connection of each oil site of windlass, for being lubricated to each oil site；Hydraulic system and lubrication
Portion is fixedly connected.
5. a kind of horizontal shaft type rock tunnel according to claim 1 digs windlass, which is characterized in that horizontal shaft type rock tunnel is dug
Windlass further includes having electrical system, and electrical system is dug each motor of windlass with horizontal shaft type rock tunnel and is correspondingly connected with, electrical system
Each motor is powered；Electrical system is installed in rack and is fixedly connected with water system, and rear support portion is located at electrical system
Lower part.
6. a kind of horizontal shaft type rock tunnel according to claim 1 digs windlass, which is characterized in that horizontal shaft type rock tunnel is dug
Windlass further includes having water system, and water system is installed in rack and is fixedly connected with hydraulic system；Water system and horizontal shaft type rock
Tunnel digs the corresponding connection of each cooling point of windlass, and water system is for cooling down to each cooling point.
7. a kind of horizontal shaft type rock tunnel according to claim 1 digs windlass, which is characterized in that be additionally provided in rack anti-
Backplate, protective plate one end are fixedly connected with the roofbolt machine other end with rack, and protective plate is fallen down for blocking from tunnel top
Soil or rock.
8. a kind of horizontal shaft type rock tunnel according to claim 7 digs windlass, which is characterized in that the water of protective plate and rack
Flat angle is 30-45 °.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910046491.6A CN109555532A (en) | 2019-01-18 | 2019-01-18 | A kind of horizontal shaft type rock tunnel digging windlass |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910046491.6A CN109555532A (en) | 2019-01-18 | 2019-01-18 | A kind of horizontal shaft type rock tunnel digging windlass |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109555532A true CN109555532A (en) | 2019-04-02 |
Family
ID=65873203
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910046491.6A Pending CN109555532A (en) | 2019-01-18 | 2019-01-18 | A kind of horizontal shaft type rock tunnel digging windlass |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109555532A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112253158A (en) * | 2020-10-26 | 2021-01-22 | 山西晟特恒采矿工程机械有限公司 | Full-coal roadway cross shaft tunneling machine, control method and application |
| CN112253159A (en) * | 2020-10-26 | 2021-01-22 | 山西晟特恒采矿工程机械有限公司 | Transverse shaft digging and anchoring machine |
| CN116658072A (en) * | 2023-07-25 | 2023-08-29 | 中铁十九局集团第六工程有限公司 | Drilling equipment for loess tunnel |
Citations (21)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1415579A (en) * | 1972-10-02 | 1975-12-10 | Bendix Corp | Underground mining vehicle |
| CS505484A2 (en) * | 1983-06-30 | 1990-08-14 | Boehler Pneumatik Int Gmbh | Device for guy holes boring and anchors location |
| JP2005240517A (en) * | 2004-02-27 | 2005-09-08 | West Japan Railway Co | Rock bolt driving machine |
| CN200964860Y (en) * | 2006-11-15 | 2007-10-24 | 三一重型装备有限公司 | Dredging anchoring integral machine |
| CN101070758A (en) * | 2006-05-10 | 2007-11-14 | 三一重型装备有限公司 | Digging-drilling integrated digging-drilling machine |
| CN101153540A (en) * | 2006-09-25 | 2008-04-02 | 贾民 | Roadheader |
| CN101230781A (en) * | 2007-01-24 | 2008-07-30 | 三一重型装备有限公司 | Grubbing anchoring integrative grub-anchor winch |
| AU2008307023A1 (en) * | 2007-10-01 | 2009-04-09 | Zhendong Yan | A track-mounted elevator top and side bolts and cables drilling machine |
| CN201314233Y (en) * | 2008-11-07 | 2009-09-23 | 赵宇川 | All-in-one machine of tunneling, anchoring, boring and shipping |
| WO2009129688A1 (en) * | 2008-04-22 | 2009-10-29 | Yan Zhendong | Rock drivage and supporting construction drilling machine |
| WO2009155776A1 (en) * | 2008-06-25 | 2009-12-30 | Yan Zhendong | A dilling, loading, transporting and anchoring integration machine for laneway in coal mine |
| CN102364048A (en) * | 2011-10-11 | 2012-02-29 | 马晓山 | Comprehensive mechanized rock roadway tunneling machine |
| CN102364053A (en) * | 2011-11-07 | 2012-02-29 | 石家庄中煤装备制造股份有限公司 | Heading-anchoring machine |
| CN102635353A (en) * | 2012-04-06 | 2012-08-15 | 中铁隧道装备制造有限公司 | Double-cantilever hard rock coal roadway heading and anchoring device |
| CN102808617A (en) * | 2012-08-28 | 2012-12-05 | 马晓山 | Comprehensive mechanical stone drift digging anchor machine |
| CN103590838A (en) * | 2013-08-22 | 2014-02-19 | 襄阳忠良工程机械有限责任公司 | Heading and loading machine for drilling and digging |
| 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 |
| CN104533408A (en) * | 2014-12-31 | 2015-04-22 | 闫振东 | Large-width comprehensive coal road driving anchor machine with simultaneous drifting function |
| CN107165630A (en) * | 2017-07-19 | 2017-09-15 | 山西天巨重工机械有限公司 | A kind of colliery quick digging and anchoring all-in-one |
| CN108222928A (en) * | 2018-01-19 | 2018-06-29 | 中国煤炭科工集团太原研究院有限公司 | Simultaneous drifting, the anchor driving machine for realizing pick anchor parallel operations |
| CN207568489U (en) * | 2017-12-20 | 2018-07-03 | 江苏中贵重工有限公司 | A kind of protection mechanism and roofboltier |
-
2019
- 2019-01-18 CN CN201910046491.6A patent/CN109555532A/en active Pending
Patent Citations (22)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1415579A (en) * | 1972-10-02 | 1975-12-10 | Bendix Corp | Underground mining vehicle |
| CS505484A2 (en) * | 1983-06-30 | 1990-08-14 | Boehler Pneumatik Int Gmbh | Device for guy holes boring and anchors location |
| JP2005240517A (en) * | 2004-02-27 | 2005-09-08 | West Japan Railway Co | Rock bolt driving machine |
| CN101070758A (en) * | 2006-05-10 | 2007-11-14 | 三一重型装备有限公司 | Digging-drilling integrated digging-drilling machine |
| CN101153540A (en) * | 2006-09-25 | 2008-04-02 | 贾民 | Roadheader |
| CN200964860Y (en) * | 2006-11-15 | 2007-10-24 | 三一重型装备有限公司 | Dredging anchoring integral machine |
| CN101230781A (en) * | 2007-01-24 | 2008-07-30 | 三一重型装备有限公司 | Grubbing anchoring integrative grub-anchor winch |
| AU2008307023A1 (en) * | 2007-10-01 | 2009-04-09 | Zhendong Yan | A track-mounted elevator top and side bolts and cables drilling machine |
| US20100119310A1 (en) * | 2007-10-01 | 2010-05-13 | Zhendong Yan | crawler-type and height adjustment drilling machine for setting roof and side wall anchor bolts and anchor cables |
| WO2009129688A1 (en) * | 2008-04-22 | 2009-10-29 | Yan Zhendong | Rock drivage and supporting construction drilling machine |
| WO2009155776A1 (en) * | 2008-06-25 | 2009-12-30 | Yan Zhendong | A dilling, loading, transporting and anchoring integration machine for laneway in coal mine |
| CN201314233Y (en) * | 2008-11-07 | 2009-09-23 | 赵宇川 | All-in-one machine of tunneling, anchoring, boring and shipping |
| CN102364048A (en) * | 2011-10-11 | 2012-02-29 | 马晓山 | Comprehensive mechanized rock roadway tunneling machine |
| CN102364053A (en) * | 2011-11-07 | 2012-02-29 | 石家庄中煤装备制造股份有限公司 | Heading-anchoring machine |
| CN102635353A (en) * | 2012-04-06 | 2012-08-15 | 中铁隧道装备制造有限公司 | Double-cantilever hard rock coal roadway heading and anchoring device |
| CN102808617A (en) * | 2012-08-28 | 2012-12-05 | 马晓山 | Comprehensive mechanical stone drift digging anchor machine |
| CN103590838A (en) * | 2013-08-22 | 2014-02-19 | 襄阳忠良工程机械有限责任公司 | Heading and loading machine for drilling and digging |
| 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 |
| CN104533408A (en) * | 2014-12-31 | 2015-04-22 | 闫振东 | Large-width comprehensive coal road driving anchor machine with simultaneous drifting function |
| CN107165630A (en) * | 2017-07-19 | 2017-09-15 | 山西天巨重工机械有限公司 | A kind of colliery quick digging and anchoring all-in-one |
| CN207568489U (en) * | 2017-12-20 | 2018-07-03 | 江苏中贵重工有限公司 | A kind of protection mechanism and roofboltier |
| CN108222928A (en) * | 2018-01-19 | 2018-06-29 | 中国煤炭科工集团太原研究院有限公司 | Simultaneous drifting, the anchor driving machine for realizing pick anchor parallel operations |
Non-Patent Citations (4)
| Title |
|---|
| 朱光祖: "EBZ230掘进机在大断面岩巷掘进施工中的技术应用", 《山东工业技术》, no. 12 * |
| 李钦彬;鄂宇;周明;: "机载式侧帮锚杆机的设计研究", 煤矿机械, vol. 31, no. 07, pages 16 - 17 * |
| 漆泰岳;李斌;: "悬臂掘进机在复杂断面地铁隧道中的应用研究", 现代隧道技术, no. 04, pages 32 - 38 * |
| 王中亮;王振虹;刘海泉;: "复杂条件下掘锚一体机快速成巷技术研究", 山东煤炭科技, vol. 1, no. 02, pages 317 - 322 * |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112253158A (en) * | 2020-10-26 | 2021-01-22 | 山西晟特恒采矿工程机械有限公司 | Full-coal roadway cross shaft tunneling machine, control method and application |
| CN112253159A (en) * | 2020-10-26 | 2021-01-22 | 山西晟特恒采矿工程机械有限公司 | Transverse shaft digging and anchoring machine |
| CN116658072A (en) * | 2023-07-25 | 2023-08-29 | 中铁十九局集团第六工程有限公司 | Drilling equipment for loess tunnel |
| CN116658072B (en) * | 2023-07-25 | 2023-09-29 | 中铁十九局集团第六工程有限公司 | Drilling equipment for loess tunnel |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106194171B (en) | A kind of adaptivity digging all-in-one | |
| CN201106451Y (en) | Track-mounted liftable top-side construction drilling machine for anchor bar and anchor wire | |
| CN109555532A (en) | A kind of horizontal shaft type rock tunnel digging windlass | |
| CN101169036B (en) | Pedrail type lifting top slope anchor shaft anchor cable construction drilling machine and single-alley fast tunneling technique | |
| CN102808617A (en) | Comprehensive mechanical stone drift digging anchor machine | |
| CN106979015A (en) | A kind of climbing control method of the high inclination-angle development machine with auxiliary climbing apparatus | |
| CN206655700U (en) | High inclination-angle development machine with auxiliary climbing apparatus | |
| US10486717B2 (en) | Hydro-electric site and method for constructing a penstock | |
| CN109538224A (en) | A kind of novel coal lane high-speed driving machine | |
| CN107130656A (en) | Mine underground bores anchor broken rock integrated digging formula loading machine | |
| CN202645558U (en) | Crawler-type single-head drilling rig coal cutter | |
| CN102425415A (en) | Gangue racking machine for half-coal rock roadway blasting driving | |
| CN102817363A (en) | Application of all-in-one machine for digging, drilling and anchoring in basement foundation pipe support engineering | |
| CN104763327A (en) | Pneumatic-hydraulic hybrid type laneway excavating drill jambo | |
| CN106869956B (en) | A kind of high inclination-angle development machine with auxiliary climbing apparatus | |
| CN205742318U (en) | A kind of milling digging machine of automatic material-absorbing | |
| CN209494569U (en) | A kind of novel coal lane high-speed driving machine | |
| CN104564056A (en) | Integrated tunneling and exploring machine | |
| CN209025604U (en) | A kind of high inclination-angle roadway bolt drill carriage | |
| CN201952822U (en) | Full-hydraulic excavating and anchor rod drilling machine | |
| CN110952989A (en) | Rock cracking type tunnel boring machine | |
| CN202832553U (en) | All-in-one milling and excavating machine for mines | |
| RU2103507C1 (en) | Method and cutter-loader machine for development of seam deposits of minerals | |
| CN102191914A (en) | Full-hydraulic integrated multipurpose cutting driller | |
| CN205277425U (en) | Pipeline formula rock drill |
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 |