CN106545345A - Advanced rig fast embarkation device - Google Patents
Advanced rig fast embarkation device Download PDFInfo
- Publication number
- CN106545345A CN106545345A CN201611113789.7A CN201611113789A CN106545345A CN 106545345 A CN106545345 A CN 106545345A CN 201611113789 A CN201611113789 A CN 201611113789A CN 106545345 A CN106545345 A CN 106545345A
- Authority
- CN
- China
- Prior art keywords
- advanced
- advanced rig
- rig
- gear ring
- collar tie
- 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.)
- Granted
Links
- 238000000034 method Methods 0.000 claims abstract description 6
- 238000005553 drilling Methods 0.000 claims description 4
- 239000007787 solid Substances 0.000 claims 1
- 230000005641 tunneling Effects 0.000 abstract description 7
- 239000011435 rock Substances 0.000 abstract description 6
- 238000010276 construction Methods 0.000 abstract description 4
- 238000009434 installation Methods 0.000 abstract description 4
- 230000032258 transport Effects 0.000 description 4
- 239000012530 fluid Substances 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 206010016807 Fluid retention Diseases 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000014759 maintenance of location Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000007569 slipcasting Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/10—Making by using boring or cutting machines
- E21D9/11—Making by using boring or cutting machines with a rotary drilling-head cutting simultaneously the whole cross-section, i.e. full-face machines
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/12—Devices for removing or hauling away excavated material or spoil; Working or loading platforms
- E21D9/126—Loading devices or installations
Landscapes
- 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)
- Earth Drilling (AREA)
Abstract
The present invention discloses a kind of advanced rig fast embarkation device, and it includes advanced rig, and the advanced rig is arranged on upper, annular gear ring beam by rotating mechanism, and the advanced rig is realized circumferentially rotating along annular tooth collar tie beam by the drive of rotating mechanism.The present invention is solved in tunneling boring hard rock mole work progress, advanced operation is difficult, the problem of holding time length, realize in narrow space, the process for not needing the parts such as advanced rig, rotating mechanism, annular tooth collar tie beam to transport toward host region from outside hole, the work such as substantial amounts of artificial handling installation need not be carried out, save the transport of advanced rig, installation, take-down time, the carrying that advanced rig can be quickly completed is installed, and then implement advance support operation, it is easy to operate, man-hour is saved, efficiency of construction is improved, labor intensity is little.
Description
Technical field
The present invention relates to a kind of tunneling boring hard rock mole carries advanced drilling apparatus, especially a kind of advanced rig is quick
Loading device, belongs to material transport equipment field in constructing tunnel.
Background technology
Tunneling boring hard rock mole（TBM）In work progress, when running into weak broken stratum, country rock cannot be realized certainly
Surely, now need to carry out advance borehole grouting and reinforcing to stratum is not excavated in front of cutterhead；When meeting not clear stratum, advance drilling is needed
Hole detects；When meeting rich water retention of excessive fluid stratum, need to carry out the advance support operations such as pre-grouting closure retention of excessive fluid in time.
Implementing the advance support operations such as advance borehole detection, advance borehole slip casting needs shutdown operation, and requires hole spacing
Long, coverage is big（Refer mainly to circumferencial direction）.Therefore mainframe section is selected in, and advanced operation is carried out close proximity to face.But
It is mainframe section narrow space, personnel's operation is intensive.Advanced rig cannot be arranged during normal use.Solution is to shut down at present
Afterwards, by a part of equipment Removal, then advanced rig and its works are transported to mainframe section, sets up and advanced rig is installed
Carry out advanced operation.Advanced rig is removed after the completion of use, the equipment being removed is reinstalled, can just make TBM recover driving.
During actually used, due to limited space in hole, this mode program is complicated, and operation difficulty is big, and it is long to expend the time, makees
Industry efficiency is low, affects the construction speed of TBM.
The content of the invention
In order to overcome in tunneling boring hard rock mole work progress, advanced operation is difficult, the problem of holding time length, this
It is bright there is provided one kind when unfavorable geology is run into, advance drilling machine can ready access upon use, save the transport of advanced rig, install, tear open
Unload the time, it is convenient to use, improve the advanced rig fast embarkation device of efficiency of construction.
For achieving the above object, the technical solution adopted in the present invention is：A kind of advanced rig fast embarkation device, including
Advanced rig, the advanced rig are arranged on upper, annular gear ring beam by rotating mechanism, and the advanced rig passes through rotating machine
The drive of structure is realized circumferentially rotating along annular tooth collar tie beam.
In above-mentioned technical proposal, described advanced rig is arranged on rotating mechanism by fixed seat.
In above-mentioned technical proposal, described rotating mechanism is made up of rotating turret, drive assembly and travelling gear, described turn
Drive assembly and fixed seat are installed in moving frame, its bottom is fixed with walking guide wheel, the walking guide wheel is arranged on annular gear ring
In the walking guide rail of beam, the rotating turret is arranged on annular tooth collar tie beam by the walking guide wheel；The travelling gear is fixed on
It is meshed on the power output shaft of drive assembly and with the gear ring of annular tooth collar tie beam.
In above-mentioned technical proposal, when normally tunneling and advance support operation need not be carried out using advanced rig, institute
State upper, annular gear ring beam and its rotating mechanism mounted thereto, fixed seat and advanced rig deposit in girder top row jointly
Platform lower zone is walked, and is fixedly connected with girder by hoist cylinder and fixed mount, the girder left and right sides is by connection
Frame is respectively fixed with left and right side annular tooth collar tie beam.
In above-mentioned technical proposal, the passage passed through for rig is reserved with described girder top travelling platform, it is described
Passage is provided with the channel enclosed device for airtight passage.
In above-mentioned technical proposal, described fixed mount is fixed on the left and right sides of girder, is fixed on two fixed mounts respectively
There are hoist cylinder, hoist cylinder piston rod upper end company respectively with the left and right two ends bottom for being fixed on upper, annular gear ring beam
Lug connects.
In above-mentioned technical proposal, when needing advanced rig to carry out advance support operation, its carrying process is：Using liter
Drop oil cylinder will be deposited in advanced rig below the travelling platform of girder top, rotating mechanism, fixed seat and top gear ring beam and be passed through
The passage being reserved on the travelling platform of girder top moves to the upper area of travelling platform above girder platform, and utilizes bolt
The left and right two ends of upper, annular gear ring beam are connected by component respectively with left and right side annular tooth collar tie beam upper end, the left and right side ring
Shaped ring gear beam lower end is connected with the left and right two ends of lower annular gear ring beam respectively, the upper, annular gear ring beam and left and right side ring
Shaped ring gear beam and lower annular gear ring beam constitute the annular tooth collar tie beam of full circle.
The invention has the beneficial effects as follows：The present invention is solved in tunneling boring hard rock mole work progress, and advanced operation is stranded
The difficult, problem of holding time length, realizes in narrow space, it is not necessary to advanced rig, rotating mechanism, annular tooth collar tie beam etc.
The process that part is transported toward host region from outside hole, it is not necessary to carry out the work such as substantial amounts of artificial handling installation, save advanced
The transport of rig, installation, take-down time, the carrying that can quickly complete advanced rig install, and then implement advance support operation,
It is easy to operate, man-hour to be saved, efficiency of construction is improved, labor intensity is little.
Description of the drawings
Fig. 1 is one of structural representation of advanced rig fast embarkation device of the invention；
Fig. 2 is the annexation schematic diagram of the rotating mechanism and gear ring beam of advanced rig fast embarkation device of the invention；
Fig. 3 is the left view structural representation of Fig. 2；
Fig. 4 is the two of the structural representation of advanced rig fast embarkation device of the invention.
The meaning that label is represented in figure as：1st, advanced rig, 2, rotating mechanism, 3, upper, annular gear ring beam, 4, right side ring
Shaped ring gear beam, 5, girder top travelling platform, 6, left side annular tooth collar tie beam, 7, hoist cylinder, 8, fixed mount, 9, girder, 10, under
Portion's annular tooth collar tie beam, 11, fixed seat；Wherein, 21, rotating turret, 22, drive assembly.
Specific embodiment
Below in conjunction with the accompanying drawings and specific embodiment is described in further detail to the present invention：
Embodiment 1：Referring to Fig. 1 to Fig. 4, a kind of advanced rig fast embarkation device, including advanced rig 1, the advanced rig 1
It is arranged on upper, annular gear ring beam 3 by rotating mechanism 2, the advanced rig 1 is by the drive of rotating mechanism 2 along annular tooth
Collar tie beam is realized circumferentially rotating.Described advanced rig 1 is arranged on rotating mechanism 2 by fixed seat 11.
As shown in Fig. 2 described rotating mechanism 2 is made up of rotating turret 21, drive assembly 22 and travelling gear, the rotation
Drive assembly 22 and fixed seat 11 are installed on frame 21, its bottom is fixed with walking guide wheel, and the walking guide wheel is arranged on annular
In the walking guide rail of gear ring beam, the rotating turret 21 is arranged on annular tooth collar tie beam by the walking guide wheel；The travelling gear
It is fixed on the power output shaft of drive assembly and is meshed with the gear ring of annular tooth collar tie beam, the drive assembly 21 is by motor
Constitute with decelerator, the travelling gear is arranged on the output shaft of decelerator.
When normally tunneling and advance support operation need not be carried out using advanced rig（As shown in Figure 1）, the top
Annular tooth collar tie beam 3 and its rotating mechanism 2 mounted thereto, fixed seat 11 and advanced rig 1 deposit in girder top row jointly
5 lower zone of platform is walked, and is fixedly connected with girder 9 by hoist cylinder 7 and fixed mount 8,9 left and right sides of the girder passes through
Link is respectively fixed with left and right side annular tooth collar tie beam 6,4.
The passage passed through for rig is reserved with described 9 top travelling platform of girder, the passage is provided with for close
The channel enclosed device of closed walk（Do not show in figure）.
Described fixed mount 8 is fixed on the left and right sides of girder, and hoist cylinder 7 is respectively fixed with two fixed mounts 8, described
Hoist cylinder piston rod upper end is connected with the engaging lug of the left and right two ends bottom for being fixed on upper, annular gear ring beam 3 respectively.
When needing advanced rig to carry out advance support operation（Referring to Fig. 4）, its carrying process is：Using hoist cylinder 7
Advanced rig 1 below girder top travelling platform 5, rotating mechanism 2, fixed seat and top gear ring beam will be deposited in by reserved
Passage on the travelling platform of girder top moves to the upper area of travelling platform above girder platform, and utilizes bolt assembly
The left and right two ends of upper, annular gear ring beam are connected with left and right side annular tooth collar tie beam upper end respectively, the left and right side annular tooth
Collar tie beam lower end is connected with the left and right two ends of lower annular gear ring beam respectively, the upper, annular gear ring beam and left and right side annular tooth
Collar tie beam and lower annular gear ring beam constitute the annular tooth collar tie beam of full circle, so that drive of the advanced rig 1 in rotating mechanism 2
Under carry out 360 ° along annular gear ring beam and rotate in a circumferential direction.
After the completion of advance support operation, first upper, annular gear ring beam 3 is separated with left and right side annular tooth collar tie beam, profit
Advanced rig 1, rotating mechanism 2 and upper, annular gear ring beam 3 are moved under girder top travelling platform 5 with hoist cylinder 7
Square region is deposited, and recovers the unobstructed of girder top travelling platform 5；Then lower annular gear ring beam 10 is removed, recovers thing
Material transports the unobstructed of passage.
The present invention is exemplarily described above in conjunction with accompanying drawing, it is clear that the present invention is implemented
Restriction, as long as employing the improvement of various unsubstantialities that method of the present invention design and technical scheme are carried out, or without changing
Enter and the design of the present invention and technical scheme are directly applied to into other occasions, within protection scope of the present invention.
Claims (7)
1. a kind of advanced rig fast embarkation device, including advanced rig, it is characterised in that：The advanced rig passes through rotating machine
Structure is arranged on upper, annular gear ring beam, and the advanced rig realizes circumferential turn along annular tooth collar tie beam by the drive of rotating mechanism
It is dynamic.
2. advanced rig fast embarkation device according to claim 1, it is characterised in that：Described advanced rig passes through
Fixed seat is arranged on rotating mechanism.
3. advanced rig fast embarkation device according to claim 1 and 2, it is characterised in that：Described rotating mechanism by
Rotating turret, drive assembly and travelling gear composition, is provided with drive assembly and fixed seat on the rotating turret, its bottom is fixed with
Walking guide wheel, the walking guide wheel are arranged in the walking guide rail of annular tooth collar tie beam, and the rotating turret is by the walking guide wheel peace
It is mounted on annular tooth collar tie beam；The travelling gear is fixed on the power output shaft of drive assembly and the gear ring with annular tooth collar tie beam
It is meshed.
4. advanced rig fast embarkation device according to claim 1, it is characterised in that：Tunnel and need not make when normal
When carrying out advance support operation with advanced rig, the upper, annular gear ring beam and its rotating mechanism mounted thereto, fixation
Seat and advanced rig deposit in girder top travelling platform lower zone jointly, and it is solid with girder to pass through hoist cylinder and fixed mount
Fixed to connect, the girder left and right sides is respectively fixed with left and right side annular tooth collar tie beam by link.
5. advanced rig fast embarkation device according to claim 4, it is characterised in that：Described girder top walking is flat
The passage passed through for rig is reserved with platform, the passage is provided with the channel enclosed device for airtight passage.
6. advanced rig fast embarkation device according to claim 4, it is characterised in that：Described fixed mount is fixed on master
The left and right sides of beam, is respectively fixed with hoist cylinder on two fixed mounts, the hoist cylinder piston rod upper end respectively be fixed on
The engaging lug connection of the left and right two ends bottom of upper, annular gear ring beam.
7. the advanced rig fast embarkation device according to any one of claim 1 ~ 6, it is characterised in that：When needing advance drilling
When machine carries out advance support operation, its carrying process is：To be deposited in below the travelling platform of girder top using hoist cylinder
Advanced rig, rotating mechanism, fixed seat and top gear ring beam are moved to by the passage being reserved on the travelling platform of girder top
The upper area of travelling platform above girder platform, and the left and right two ends of upper, annular gear ring beam are distinguished using bolt assembly
Be connected with left and right side annular tooth collar tie beam upper end, the left and right side annular tooth collar tie beam lower end respectively with lower annular gear ring beam
Left and right two ends connection, the upper, annular gear ring beam and left and right side annular tooth collar tie beam and lower annular gear ring beam constitute full circle
Annular tooth collar tie beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611113789.7A CN106545345B (en) | 2016-12-07 | 2016-12-07 | Advanced drilling machine fast embarkation device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611113789.7A CN106545345B (en) | 2016-12-07 | 2016-12-07 | Advanced drilling machine fast embarkation device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106545345A true CN106545345A (en) | 2017-03-29 |
| CN106545345B CN106545345B (en) | 2019-07-12 |
Family
ID=58396198
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611113789.7A Active CN106545345B (en) | 2016-12-07 | 2016-12-07 | Advanced drilling machine fast embarkation device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106545345B (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106884663A (en) * | 2017-04-24 | 2017-06-23 | 张清翰 | A kind of cavitation rig of large-span tunnel |
| CN108286439A (en) * | 2018-03-26 | 2018-07-17 | 中铁工程装备集团有限公司 | A kind of shield machine carrying type moves advanced drilling machine |
| CN110273692A (en) * | 2019-07-02 | 2019-09-24 | 重庆市能源投资集团科技有限责任公司 | A kind of advanced drilling machine and shield machine cooperate the method for prying into hole |
| CN114198027A (en) * | 2021-12-02 | 2022-03-18 | 中铁十九局集团第一工程有限公司 | Movable advanced drilling and grouting integrated machine suitable for TBM |
| CN114810111A (en) * | 2022-06-28 | 2022-07-29 | 北京建工土木工程有限公司 | Device for chiseling shield opening enclosure integrally and construction method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002129887A (en) * | 2000-10-20 | 2002-05-09 | Komatsu Ltd | Device for mounting drill to tunnel boring machine |
| JP2007146465A (en) * | 2005-11-28 | 2007-06-14 | Okumura Corp | Method of recovering drilling machine body of tunnel excavator and device |
| CN102251747A (en) * | 2011-06-20 | 2011-11-23 | 北京首尔工程技术有限公司 | Arc-shaped drill rack |
| CN103244131A (en) * | 2013-06-05 | 2013-08-14 | 北方重工集团有限公司 | Annular beam rock drilling device of tunnel boring machine |
| CN204402351U (en) * | 2014-11-28 | 2015-06-17 | 西安众智惠泽光电科技有限公司 | A kind of drilling hole position and degree of depth self-interacting type Tunnel Blasting drilling equipment |
| CN104895578A (en) * | 2015-06-09 | 2015-09-09 | 中铁工程机械研究设计院有限公司 | Circular-rail multifunctional drill jumbo system |
| CN206233929U (en) * | 2016-12-07 | 2017-06-09 | 中铁工程装备集团有限公司 | Advanced rig fast embarkation device |
-
2016
- 2016-12-07 CN CN201611113789.7A patent/CN106545345B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002129887A (en) * | 2000-10-20 | 2002-05-09 | Komatsu Ltd | Device for mounting drill to tunnel boring machine |
| JP2007146465A (en) * | 2005-11-28 | 2007-06-14 | Okumura Corp | Method of recovering drilling machine body of tunnel excavator and device |
| CN102251747A (en) * | 2011-06-20 | 2011-11-23 | 北京首尔工程技术有限公司 | Arc-shaped drill rack |
| CN103244131A (en) * | 2013-06-05 | 2013-08-14 | 北方重工集团有限公司 | Annular beam rock drilling device of tunnel boring machine |
| CN204402351U (en) * | 2014-11-28 | 2015-06-17 | 西安众智惠泽光电科技有限公司 | A kind of drilling hole position and degree of depth self-interacting type Tunnel Blasting drilling equipment |
| CN104895578A (en) * | 2015-06-09 | 2015-09-09 | 中铁工程机械研究设计院有限公司 | Circular-rail multifunctional drill jumbo system |
| CN206233929U (en) * | 2016-12-07 | 2017-06-09 | 中铁工程装备集团有限公司 | Advanced rig fast embarkation device |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106884663A (en) * | 2017-04-24 | 2017-06-23 | 张清翰 | A kind of cavitation rig of large-span tunnel |
| CN108286439A (en) * | 2018-03-26 | 2018-07-17 | 中铁工程装备集团有限公司 | A kind of shield machine carrying type moves advanced drilling machine |
| CN108286439B (en) * | 2018-03-26 | 2023-08-15 | 中铁工程装备集团有限公司 | Portable leading rig of shield constructs machine carried type |
| CN110273692A (en) * | 2019-07-02 | 2019-09-24 | 重庆市能源投资集团科技有限责任公司 | A kind of advanced drilling machine and shield machine cooperate the method for prying into hole |
| CN114198027A (en) * | 2021-12-02 | 2022-03-18 | 中铁十九局集团第一工程有限公司 | Movable advanced drilling and grouting integrated machine suitable for TBM |
| CN114810111A (en) * | 2022-06-28 | 2022-07-29 | 北京建工土木工程有限公司 | Device for chiseling shield opening enclosure integrally and construction method |
| CN114810111B (en) * | 2022-06-28 | 2022-10-21 | 北京建工土木工程有限公司 | Device for chiseling shield opening enclosure integrally and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106545345B (en) | 2019-07-12 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106545345A (en) | Advanced rig fast embarkation device | |
| CN108756913A (en) | A kind of small-sized mining hard rock shield excavation machine | |
| CN109630126A (en) | A kind of rotary shaft excavation machine of sinking method | |
| CN101858213B (en) | Drilling, loading, transporting and anchoring integrated machine with dual platforms and four arms for coal roadway | |
| CN104564050A (en) | Process method and equipment for heading and anchoring parallel operation construction | |
| CN202023559U (en) | Comprehensive dig-anchor machine | |
| CN107288648A (en) | Open-type full-face rock ripper support system and method for protecting support | |
| CN210003212U (en) | underwater drilling tool attitude detection system | |
| CN209011836U (en) | A kind of rock tunnel(ling) machine and its forward probe and suspension roof support complex conversion mechanism | |
| CN109339809B (en) | Economical tunnel boring machine suitable for large burial depth and construction method thereof | |
| CN102733815A (en) | Full-face rectangular hard rock tunneling and anchoring integrated machine | |
| CN203626843U (en) | Heading machine suitable for drilling shaft with pilot shaft | |
| CN103382844A (en) | Temporary support and permanent support parallel operation excavating technology and equipment for tracked hydraulic combined support | |
| CN112343617B (en) | Automatic mine roadway tunneling system | |
| CN104712333A (en) | Large-width one-step roadway formation roadway rapid excavation technology | |
| CN208619109U (en) | A kind of small-sized mining hard rock shield excavation machine | |
| CN109763765A (en) | A kind of sinking method swing type shaft excavation machine | |
| CN206233929U (en) | Advanced rig fast embarkation device | |
| CN104533408A (en) | Large-width comprehensive coal road driving anchor machine with simultaneous drifting function | |
| CN109488208A (en) | A kind of underwater tool attitude detection system | |
| CN101845952B (en) | Movable three-arm top-assisting anchor rod and anchor cable construction drill carriage | |
| CN111946359B (en) | Novel muddy water formula shield tunnelling all-in-one | |
| CN211648172U (en) | Ten-arm tunneling and tracing machine | |
| CN202645578U (en) | Full-section rectangular hard-rock heading and anchoring integrated machine | |
| CN201635656U (en) | Side-propping anchor rod-anchor cable construction drill carriage with three movable arms |
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 |