CN106761805A - Laser full face rock tunnel boring machine cutterhead design method - Google Patents

Laser full face rock tunnel boring machine cutterhead design method Download PDF

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Publication number
CN106761805A
CN106761805A CN201611152413.7A CN201611152413A CN106761805A CN 106761805 A CN106761805 A CN 106761805A CN 201611152413 A CN201611152413 A CN 201611152413A CN 106761805 A CN106761805 A CN 106761805A
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China
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spoke
disk
laser
rock
cutterhead
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CN201611152413.7A
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CN106761805B (en
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霍军周
黄晓琦
鲍有能
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Dalian University of Technology
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Dalian University of Technology
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    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/10Making by using boring or cutting machines
    • E21D9/11Making by using boring or cutting machines with a rotary drilling-head cutting simultaneously the whole cross-section, i.e. full-face machines
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/10Making by using boring or cutting machines
    • E21D9/1066Making by using boring or cutting machines with fluid jets
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/10Making by using boring or cutting machines
    • E21D9/1073Making by using boring or cutting machines applying thermal energy, e.g. by projecting flames or hot gases, by laser beams

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Physics & Mathematics (AREA)
  • Optics & Photonics (AREA)
  • Earth Drilling (AREA)
  • Processing Of Stones Or Stones Resemblance Materials (AREA)

Abstract

The invention belongs to full face rock tunnel boring machine driving technology field, there is provided a kind of laser full face rock tunnel boring machine cutterhead design method.The present invention is using laser and high-pressure water jet combined-breaking rock, acted on the rolling of rock because the broken mode of cutterhead has not relied on hobboing cutter, therefore by the former removal on traditional cutterhead, and by laser aid and giant respectively with not Driven by Coaxial, rock face is sprayed with giant immediately after the complete rock of laser treatment, then recycle edge blade to process residual rocks, the purpose of broken rock is reached with this.Because the cutterhead most of the time does not contact with rock face, therefore compared with traditional cutterhead, its Oscillation Amplitude can be reduced greatly, the presence of High-Pressure Water can effectively remove the high temperature that slag is caused with rock slag and reduction due to laser, because cutterhead does not have former, therefore the current of entrainment waste residue can very easily discharge workspace.

Description

Laser full face rock tunnel boring machine cutterhead design method
Technical field
The invention belongs to full face rock tunnel boring machine driving technology field, in existing traditional tunneling boring hard rock mole On the basis of cutterhead, the tunneling boring broken rock development machine cutter head structure that a kind of laser is combined with high-pressure water jet is devised.
Background technology
In recent years, full face rock tunnel boring machine is widely used in the hydraulic engineering of China, railway traffic, subway engineering, oil gas In the tunnel construction such as pipeline and national defence.But these engineerings use traditional driving method, i.e. the dish-type cutterhead by rotating mostly Rock is cut off with the pressure of blade face.Although compared to initial drilling and blasting method, TBM moles overcome its mechanization journey The low, labor productivity of degree is low, the shortcoming that utilization rate of equipment and installations is low and security is low.But because operating environment is severe, formation hardness It is higher, and hardness in different region rocks also changed, and vibrations are easily produced in the course of the work which results in TBM, Cutter life is had a strong impact on, the damage of hobboing cutter will cause the drivage efficiency and service life of entire machine.
Laser has high directivity, and the characteristics of height is measured and energy is adjustable, therein measuring refers to light source in propagation side The power of transmitting in upward unit area, unit solid angle.The adjustability of its energy causes development machine in face of of different nature Different energy can be selected during rock carries out broken rock, and the adjustable range of its photon energy from 0.1eV to 100eV, or even can be arrived Upper kilo electron volt magnitude.And the working media of laser has diversity, can be worked under medium environment.Laser breaks The general principle of rock is, using cumulative laser beam direct radiation rock surface, it is locally warming up to heat fusing high and vaporization suddenly State, with this rock cutting.Although laser rock fragmenting has many advantages, laser optical system and regulating system are more complicated, easily Influenceed by underground adverse circumstances.There is melting rock part of the laser not only to direct effect in rock break-off process, for The rock property on periphery also has an impact, and during laser rock fragmenting, the temperature for how reducing surrounding environment is laser One difficult point.Additionally, the exclusion of rock slag and rock dust that lf gets off is also a problem.Therefore laser rock fragmenting is transported at present Patent in actual mole does not almost have.
The content of the invention
The present invention be directed to traditional rolling-type development machine when broken rock works cutterhead serious vibration, hob abrasion is serious Situation, has invented the development machine cutter head of a kind of laser and high-pressure water jet combined-breaking rock.By the rock after laser treatment Lithology is changed, its elastic modelling quantity, and modulus of shearing etc. is all different degrees of to be reduced, and is more favorable for the generation of crackle, subsequently High-Pressure Water energy higher efficiency carry out broken rock work.In addition, high-pressure water jet can also play cooling to rock surface With the effect of cleaning rock slag rock dust.
Technical scheme:
A kind of method for designing of development machine cutter head structure, no longer uses traditional rolling-type broken rock in tunneling process, goes Except the former of traditional development machine cutterhead, so advantageously in the discharge of the rock slag and current for melting;In traditional development machine cutterhead The position giant 3-4 of original hobboing cutter is replaced on spoke, changes the structure at traditional development machine cutter head center position, The centre of traditional development machine cutterhead sets up one for connecting the spoke disk 2 of spoke, and is provided with sharp at the center of spoke disk 2 CD 1, is equipped with laser generator 1-1 of the multiple with angle on laser disk 1, laser disk 1 is driven with spoke disk 2 using two drive shafts It is dynamic so that laser disk 1 is moved independently of outside spoke disk 2, it is ensured that the operation time of laser generator 1-1 and giant 3-4 Operation time stagger;In hobboing cutter 3-1 of the development machine cutterhead edge equipped with non-angular, play a part of to cut surrounding rock, with This ensures the adequacy of broken rock, and specific method for designing is as follows:
Development machine cutterhead includes laser disk 1, spoke disk 2, spoke 3 and spoke disk seat 4;Spoke 3 is installed on spoke disk 2, Spoke number is 4,6 or 8;The arrangement of spoke 3 makes the stress balance of development machine cutterhead radial direction, it is ensured that tunnel according to equiangularly arranged The stability of excavation direction in mining process;Laser disk 1 be installed on spoke disk 2 and spoke disk seat 4 center, spoke disk 2 with Spoke disk seat 4 uses mode connects for screw;
The thickness of laser disk 1 is equal to the thickness sum of spoke disk 2 and spoke disk seat 4, i.e. laser disk 1 and is located at spoke disk 2 In hollow cylinder, it is lubricated by lubricant between them;Laser disk 1 is distinguished from spoke disk seat 4 by 2 different drive shafts Drive, the drive shaft of spoke disk seat 4 is designed to hollow shaft, its internal drive shaft equipped with laser disk 1, two axles can individually drive It is dynamic, with this stagger giant and the operation time of laser generator 1-1.
The front of laser disk 1 is provided with several laser generator 1-1, is helix center, laser with the center of laser disk 1 Generator 1-1 helically line distributions on laser disk 1, from the center of helix laterally, between each two laser generator 1-1 Distance gradually increases, during utilization is cut by laser rock, the half of the rocky areas that each laser generator is acted on Footpath is different, and this just effectively avoids repetition cutting, and such arrangement can also reduce the cloth of laser generator Put quantity.The cost of laser aid is of a relatively high, and the energy needed for producing laser is also very high, it is to avoid repeat cutting for section About cost is very helpful with the energy.In addition, laser generator 1-1 and the card arrangement at an angle of laser disk 1, this It is the scope that rock is cut for expansion of laser light so that the rock radius that laser generator 1-1 can cut is not excited CD 1 half The limitation in footpath, with the increase of rock surface and development machine cutterhead distance, the rock radius that laser generator can cut also can Corresponding increase.The rock radius r that wherein each laser generator can cut can be determined by following formula:
Wherein:The rock radius that r can cut for laser generator, r0It is laser generator 1-1 to the center of laser disk 1 Distance, d is the distance between development machine cutterhead and rock surface to be cut, and θ is the angle of laser generator 1-1 and laser disk 1.
By formula (1) as can be seen that the reduction with θ and the increase apart from d, the rock radius that laser can cut will Can significantly be improved, but energy contained by laser and also can be with cutterhead and rock for the cutting power of rock The increase of surface distance and reduce, therefore the arrangement number of laser generator and its should be with swashing with the setting angle of laser disk 1 The original radius of CD 1 and the operating mode of reality are determined.
The back side of laser disk 1 is provided with laser disk transmission hole 1-4, laser disk transmission hole 1-4 is used for laser generator 1-1 With the interface channel of extraneous power supply;The laser valve snail being connected with for positioning with couple of the back side of laser disk 1 and drive shaft The laser disk power transmission groove 1-3 of pit 1-2 and transmission driving force;
According to depending on spoke number, when 4 spokes are taken, spoke disk 2 is quadrangle to the edge contour of spoke disk 2;Take 6 During spoke, spoke disk 2 is hexagon;When taking 8 spokes, then spoke disk 2 is octagon, in order to the welded and installed of spoke 3, spoke The center of bar disk 2 is hollow cylinder, for installing laser disk 1, the back seat of spoke disk 2 be provided with spoke valve snail pit 4-3 for Spoke disk seat 4 couples, and the position of spoke valve snail pit 4-3 is in the polygonal edges and corners of outer rim, and wall thickness is maximum herein, it can be ensured that The security of screw attachment.
The hobboing cutter of conventional knives plate convergence bar has been substituted for giant 3-4 by spoke 3, and storage tank 3- is had additional inside it 5, and two water tank blasthole 3-11 are provided with the back of spoke, it is provided with water tank apopore 3-6, its number and high pressure in water tank front Hydraulic giant quantity is identical, is connected with plastic hose between giant 3-4 and water tank apopore 3-6;In terms of the assembling of spoke 3, will Spoke foreboard 3-3 has been changed to be connected using preceding plate bolt 3-8 with the connection of spoke other parts by welding, and this is conducive to the later stage high Press the replacing of hydraulic giant and be connected.
The spoke disk seat circular boss of 4 global designs, the size at its boss center and the hollow cylinder phase at the center of spoke disk 2 Together, for installing laser disk 1, the round boss in spoke disk seat 4 is attached with spoke disk 2, spoke disk 4 bottoms of seat and driving Axle couples, and the spoke disk seat fixing hole 4-1 being angularly distributed around the center of circle is provided with 4 bottoms of spoke disk seat, is dug for connecting Enter the power set of machine, the quantity of spoke disk seat fixing hole 4-1 can voluntarily be selected according to actual operating mode.In order to reduce drive shaft The shearing force of screw when transmitting torque with spoke disk seat 4, spoke disk seat power transmission groove 4-2 is provided with trying to get to the heart of a matter for spoke disk seat 4, is used for It is connected with drive shaft, transmits driving moment, the reliability of device is improved with this, reduce the replacement frequency of disk screwing, improves pick Enter efficiency.
Beneficial effects of the present invention:1st, the present invention utilizes laser and high-pressure water jet combined-breaking rock so that cutterhead is in cutting During rock without with rock surface directly contact, be greatly reduced that development machine is produced in tunneling process to shake It is dynamic, improve the service life of development machine;2nd, invention removes the subplate on traditional cutterhead so that the exclusion of rock slag is more just Profit;3rd, due to the presence of cutting process mesohigh water jet, because the high temperature that laser cutting is brought can be obtained very well in tunnel Control.
Brief description of the drawings
Fig. 1 (a) is the front schematic view of cutterhead.
Fig. 1 (b) is the reverse side schematic diagram of cutterhead.
Fig. 2 (a) is former fragmentary sectional elevation view.
Fig. 2 (b) is former side schematic view.
Fig. 2 (c) is former schematic rear view.
Fig. 3 (a) is spoke disk, the front assembling schematic diagram of spoke disk seat.
Fig. 3 (b) is spoke disk, the back side assembling schematic diagram of spoke disk seat.
Fig. 4 (a) is the front view of laser disk.
Fig. 4 (b) is the right view of laser disk.
Fig. 4 (c) is the rearview of laser disk.
Fig. 5 is the overall schematic three dimensional views of laser development machine cutterhead.
In figure:1 laser disk;2 spoke disks;3 spokes;4 spoke disks seat;1-1 laser generators;1-2 laser disk screwed holes;1- 3 laser disk power transmission grooves;1-4 laser disk transmission holes;3-1 hobboing cutters;3-2 scrapers;3-3 foreboards;3-4 giants;3-5 storage tanks; 3-6 water tank apopores;3-7 scraper screws;Plate bolt before 3-8;3-9 side plates;3-10 back plates;3-11 water tank blastholes;4-1 spokes Disk seat fixing hole;4-2 spokes disk seat power transmission groove;4-3 spoke valve snail pits.
Specific embodiment
Below in conjunction with accompanying drawing and technical scheme, specific embodiment of the invention is further illustrated.
Traditional full face rock tunnel boring machine is by the overall rotation of cutterhead so that hobboing cutter constantly extrudes rock, works as rolling When the stress that knife is applied on rock is more than the limit stress of rock, rock will be cracked, so as to rupture, be reached brokenly with this The effect of rock.In this course, directly and rock contact, the vibration produced by broken rock will be delivered to entirely hobboing cutter by hobboing cutter Cutterhead, it is huge during the vibration for thus bringing, have a strong impact on the Stability and dependability of development machine work.
The present invention use laser and giant combined-breaking rock so that most of working time of development machine not with rock table Face directly contact, therefore the effective vibration for alleviating cutterhead, improve stability when development machine works, and improve workman's Working environment.In configuration aspects, the geometry outline of spoke disk is determined according to spoke number required when excavating, laser generator Can be determined by actual operating mode with the angle of laser panel surface, laser disk 1 and the attachment screw quantity, the spoke disk that drive between centers The attachment screw quantity of attachment screw quantity, spoke disk seat 4 and driving between centers between 2 and spoke disk seat 4 all can be by field working conditions It is determined.
Operationally, the property of operating mode and rock according to scene adjusts cutterhead to target rock surface to laser generator Distance, with the radius of this determination laser drill, the radius of laser drill should be less than the radius in tunnel, and this is by laser is produced Raw high temperature can weaken rock so that crackle is developed, and make mineral dehydration, vaporization, so as to increased void space, this reduction Effect is not only acted upon on the rock of direct irradiation, and due to the conduction of high temperature, the rock near laser beam can also become shoddy Change, its intensity can significantly decrease, therefore in order to improve the security worked in tunnel, should cause the rock of laser direct effect Radius of the stone radius less than tunneling.The efficiency of laser drill can be obtained in the case where meet drilling model eight assume by following formula Arrive:
Wherein P is laser power, W;D is laser spot diameter, mm;vdIt is bore rate, mm/s;ξ and η are to depend on material The constant of material characteristic and optical maser wavelength, can use determination of experimental method.Therefore laser can be adjusted according to the characteristic of rock by (2) formula The transmission power and spot radius of transmitter 1-1 reaches preferable bore rate.
Cutterhead in the present invention drives laser disk 1 and spoke disk 2 respectively using two drive shafts, when laser disk 1 rotates After a complete circle, can be melt positioned at the rock of the direct irradiation area of laser and melted, and not illuminated region is due to the biography of high temperature Lead its intensity and also there occurs decline, be then switched off generating laser 1-1 and stop the rotation of laser disk 1, start rotation spoke disk 2, while starting giant 3-4 and cutterhead is started slow forward movement, now the high temperature caused by laser is due to high pressure The arrival of current can obtain a certain degree of cooling, thus reduce the operating temperature in follow-up broken rock work.Other laser breaks The slag that rock is brought also is washed away by High-Pressure Water, cutterhead now due to without traditional former, therefore, it is possible to more easily Slag and fragmented rock powder is set to be flushed away along current.Further, since the impact of high-pressure water jet will be caused in rock The high temperature in portion declines rapidly so that rock interior produces tension, and this is conducive to the growth of crackle, increases splitting for rock interior Line, reduces the intensity of target rock.When cutterhead arrives at target rock face, removed using the edge blade 3-2 on cutterhead spoke 3 The rock remained on target rock face, the rock for now remaining due to the treatment by laser and High-Pressure Water, its intensity under Drop is a lot, therefore can be much smaller than traditional full face rock tunnel boring machine knife by the Oscillation Amplitude that scraper cutting residual rock is brought Disk.
Tunneled with the mode of high-pressure water jet combined-breaking rock present invention employs laser so that development machine is most of real Between not with rock contact, effectively alleviate the vibration of development machine.Two axle drive is also different from traditional single shaft driving, and this is effective Staggered laser and high-pressure water jet broken rock time point, rapidly spray low to High temperature rocks after laser treatment crosses rock The High-Pressure Water of temperature can greatly reduce the intensity of rock, while slag and rock dust can also be excluded using High-Pressure Water, by In former is eliminated, current can easily discharge working region.

Claims (3)

1. a kind of method for designing of development machine cutter head structure, it is characterised in that by original hobboing cutter on traditional development machine cutterhead spoke Position giant (3-4) replace, change the structure at traditional development machine cutter head center position, tradition driving machine knife The centre of disk sets up one for connecting the spoke disk (2) of spoke, and is provided with laser disk (1) at the center of spoke disk (2);
Development machine cutterhead includes laser disk (1), spoke disk (2), spoke (3) and spoke disk seat (4);Spoke disk is provided with (2) Spoke (3);The arrangement of spoke (3) makes the stress balance of development machine cutterhead radial direction, it is ensured that tunnelling according to equiangularly arranged The stability of excavation direction in journey;Laser disk (1) is installed on the center of spoke disk (2) and spoke disk seat (4), spoke disk (2) Mode connects for screw is used with spoke disk seat (4);
The thickness of laser disk (1) is equal to the thickness sum of spoke disk (2) and spoke disk seat (4), i.e., laser disk (1) is positioned at spoke disk (2) in hollow cylinder, laser disk (1) is driven respectively from spoke disk seat (4) by 2 different drive shafts, spoke disk seat (4) Drive shaft is hollow shaft, and its internal drive shaft equipped with laser disk (1), two drive shafts are operated alone, make giant (3-4) with The operation time of laser generator (1-1) staggers;
The front of laser disk (1) is provided with several laser generators (1-1), and the center with laser disk (1) is helix center, swashs Optical generator (1-1) helically line distribution on laser disk (1), from the center of helix laterally, each two laser generator Distance between (1-1) gradually increases;Laser generator (1-1) and laser disk (1) card arrangement at an angle, send out laser The rock radius that raw device (1-1) is cut is not excited the limitation of CD (1) radius, with rock surface and development machine cutterhead distance Increase, the rock radius that laser generator (1-1) is cut also accordingly increases;
The rock radius r that wherein each laser generator (1-1) is cut is determined by formula (1):
r = r 0 + d t a n θ - - - ( 1 )
Wherein:The rock radius that r can cut for laser generator (1-1), r0For in laser generator (1-1) to laser disk (1) The distance of the heart, d is the distance between development machine cutterhead and rock surface to be cut, and θ is laser generator (1-1) and laser disk (1) Angle;
The back side of laser disk (1) is provided with laser disk transmission hole (1-4), laser disk transmission hole (1-4) is used for laser generator The interface channel of (1-1) and extraneous power supply;The back side of laser disk (1) and its drive shaft are connected with for positioning and coupling Laser disk power transmission groove (1-3) of laser disk screwed hole (1-2) and transmission driving force;
Storage tank (3-5) is provided with inside giant (3-4), two water tank blastholes (3-11) are provided with the back of spoke (3), Water tank front is provided with water tank apopore (3-6), and its number is identical with giant (3-4) quantity, giant (3-4) and water tank Connected with plastic hose between apopore (3-6);Spoke foreboard (3-3) utilizes preceding plate bolt (3- with the connection of spoke other parts 8) connect;
Spoke disk seat (4) generally round boss, the size at its boss center is identical with the hollow cylinder at spoke disk (2) center, For installing laser disk (1), the round boss in spoke disk seat (4) is attached with spoke disk (2), spoke disk seat (4) bottom Couple with drive shaft, spoke disk seat fixing hole (4-1) being angularly distributed around the center of circle be provided with spoke disk seat (4) bottom, Power set for connecting development machine, the quantity of spoke disk seat fixing hole (4-1) determines according to actual condition;In spoke disk seat (4) try to get to the heart of a matter is provided with spoke disk seat power transmission groove (4-2), for being connected with drive shaft, transmits driving moment.
2. method for designing according to claim 1, it is characterised in that described spoke number is 4,6 or 8, spoke disk (2) According to depending on spoke number, when 4 spokes are taken, spoke disk (2) is quadrangle to edge contour;When 6 spokes are taken, spoke disk (2) it is hexagon;When 8 spokes are taken, then spoke disk (2) is octagon;It is easy to the welded and installed of spoke (3), spoke disk (2) Center be hollow cylinder, for installing laser disk (1), the back seat of spoke disk (2) be provided with spoke valve snail pit (4-3) for Spoke disk seat (4) connection, the position of spoke valve snail pit (4-3) is in the polygonal edges and corners of outer rim.
3. method for designing according to claim 1 and 2, it is characterised in that at development machine cutterhead edge equipped with non-angular Hobboing cutter (3-1).
CN201611152413.7A 2016-12-14 2016-12-14 Laser full face rock tunnel boring machine cutterhead design method Expired - Fee Related CN106761805B (en)

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CN108487914A (en) * 2018-05-23 2018-09-04 纽敦光电科技(上海)有限公司 A kind of laser assisted broken rock equipment
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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103334764A (en) * 2013-07-08 2013-10-02 大连理工大学 Method for designing rock breaking cutterhead combined by flexible expanding excavation hobbing cutters and water jets
US20140327292A1 (en) * 2011-11-17 2014-11-06 Korea Railroad Research Institute Tunnel excavation device
CN104563885A (en) * 2013-10-27 2015-04-29 中国石油化工集团公司 Laser aided rock-breaking fixed gear drill bit
CN105736006A (en) * 2016-03-22 2016-07-06 大连理工大学 Design method for cutterheads of high-pressure water jet full-face rock tunnel boring machine
CN106065776A (en) * 2016-08-09 2016-11-02 黄河勘测规划设计有限公司 Ultrahigh pressure auxiliary rock TBM cutterhead

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20140327292A1 (en) * 2011-11-17 2014-11-06 Korea Railroad Research Institute Tunnel excavation device
CN103334764A (en) * 2013-07-08 2013-10-02 大连理工大学 Method for designing rock breaking cutterhead combined by flexible expanding excavation hobbing cutters and water jets
CN104563885A (en) * 2013-10-27 2015-04-29 中国石油化工集团公司 Laser aided rock-breaking fixed gear drill bit
CN105736006A (en) * 2016-03-22 2016-07-06 大连理工大学 Design method for cutterheads of high-pressure water jet full-face rock tunnel boring machine
CN106065776A (en) * 2016-08-09 2016-11-02 黄河勘测规划设计有限公司 Ultrahigh pressure auxiliary rock TBM cutterhead

Cited By (32)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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CN107965615B (en) * 2017-11-16 2019-08-06 东北大学 The push-bench of obstacle function is abolished with detection and orientation
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CN109184713A (en) * 2018-10-19 2019-01-11 中铁隧道局集团有限公司 It is a kind of for cutting the laser aid of boulder in front of tunnel
CN109236299A (en) * 2018-11-09 2019-01-18 中国铁建重工集团有限公司 A kind of laser rock fragmenting device
CN109766610A (en) * 2018-12-29 2019-05-17 中铁工程装备集团有限公司 A kind of cutterhead design method excavated for round rectangle full section of tunnel profiling
CN109766610B (en) * 2018-12-29 2022-09-16 中铁工程装备集团有限公司 Cutter head design method for full-section profiling excavation of rounded rectangular tunnel
CN112196547A (en) * 2020-03-04 2021-01-08 中铁工程装备集团有限公司 Hob-free hard rock tunneling machine for breaking rock by utilizing laser and high-pressure water jet
CN112196545A (en) * 2020-03-04 2021-01-08 中铁工程装备集团有限公司 Hob-free hard rock tunneling machine for breaking rock by utilizing laser and high-pressure air jet
CN112196545B (en) * 2020-03-04 2022-03-04 中铁工程装备集团有限公司 Hob-free hard rock tunneling machine for breaking rock by utilizing laser and high-pressure air jet
CN111577309A (en) * 2020-05-07 2020-08-25 中国矿业大学 Multi-hob sectional type wedge cracking hard rock mass method
CN113338973A (en) * 2020-05-29 2021-09-03 中铁工程装备集团有限公司 Combined rock breaking method, rock breaking test bed and rock breaking test method
CN112096409A (en) * 2020-08-13 2020-12-18 中国地质大学(武汉) Full-section laser tunneling process method with laser curvilinear motion
CN112096402A (en) * 2020-08-13 2020-12-18 中国地质大学(武汉) Full-face laser tunneling method combining peripheral melting gasification and static fracture
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