CN109139032A - One kind being suitable for super-large diameter hard rock mole cutterhead - Google Patents
One kind being suitable for super-large diameter hard rock mole cutterhead Download PDFInfo
- Publication number
- CN109139032A CN109139032A CN201811267900.7A CN201811267900A CN109139032A CN 109139032 A CN109139032 A CN 109139032A CN 201811267900 A CN201811267900 A CN 201811267900A CN 109139032 A CN109139032 A CN 109139032A
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- Prior art keywords
- level
- cutterhead
- cutter
- head assembly
- super
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- 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 33
- 239000002893 slag Substances 0.000 claims description 9
- 238000009434 installation Methods 0.000 claims description 5
- 238000005096 rolling process Methods 0.000 claims description 2
- 238000000034 method Methods 0.000 abstract description 7
- 230000008569 process Effects 0.000 abstract description 5
- 230000005641 tunneling Effects 0.000 abstract description 4
- 230000008901 benefit Effects 0.000 abstract description 2
- 238000011161 development Methods 0.000 description 5
- 238000013461 design Methods 0.000 description 4
- 238000009826 distribution Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 230000003044 adaptive effect Effects 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000003818 cinder Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000012407 engineering method Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003306 harvesting Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000003993 interaction Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 239000007787 solid Substances 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
- E21D9/06—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
- E21D9/08—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining with additional boring or cutting means other than the conventional cutting edge of the shield
- E21D9/087—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining with additional boring or cutting means other than the conventional cutting edge of the shield 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
- E21D9/06—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
- E21D9/08—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining with additional boring or cutting means other than the conventional cutting edge of the shield
- E21D9/0875—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining with additional boring or cutting means other than the conventional cutting edge of the shield with a movable support arm carrying cutting tools for attacking the front face, e.g. a bucket
- E21D9/0879—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining with additional boring or cutting means other than the conventional cutting edge of the shield with a movable support arm carrying cutting tools for attacking the front face, e.g. a bucket the shield being provided with devices for lining the tunnel, e.g. shuttering
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)
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
The present invention proposes a kind of suitable for super-large diameter hard rock mole cutterhead, including level-one cutter head assembly and second level cutter head assembly, level-one cutter head assembly and second level cutter head assembly are equipped with discrete axial propulsion device, level-one cutter head assembly includes level-one cutterhead and level-one cutter, second level cutter head assembly includes second level cutterhead and second level cutter, level-one cutterhead and second level cutterhead coaxial line, the outer diameter of level-one cutterhead is less than the internal diameter of second level cutterhead, level-one cutterhead is board wheel, level-one cutter includes central hob, positive hobboing cutter and side hobboing cutter, second level cutterhead is round table-like, second level cutter includes outstanding cutter, outstanding cutter is ladder-like to be arranged on second level cutterhead.Advantages of the present invention: theoretical according to geological adaptability, level-one cutterhead uses hard rock hob, second level cutterhead is using outstanding cutter, so that two-stage cutterhead being capable of separately adjustable driving speed in tunneling process, the geological adaptability for substantially increasing super-large-diameter shield cutterhead improves service life, drivage efficiency and the economy of knife disc tool.
Description
Technical field
The present invention relates to constructing tunnel equipment, particularly relate to a kind of suitable for super-large diameter hard rock mole cutterhead.
Background technique
Shield method gradually becomes most efficient tunnel excavation engineering method, and cutterhead is the important component of development machine.The country is to hard
The research emphasis of rock development machine (TBM) cutterhead is in the side such as solid cutter force analysis, cutter layout, knife disc tool life search
Face has made great progress, while also harvesting many achievements.
Currently, the cutterhead that tunneling boring hard rock mole uses largely is board wheel structure.The digging process of cutterhead
It is the hard rock hob of cutterhead surface layout and the process of rock stratum interaction, existing major diameter hard rock mole cutter diameter is done
To 9 meter levels, but some engineering projects have bigger demand to tunnel diameter, need to accomplish the super-large diameter suitable for 15 meter levels
Hard rock mole design.Therefore, the design of development machine cutterhead must be carried out according to the formation geology condition " cutting the garment according to the figure " in tunnel
Targetedly design.
For super-large diameter long distance tunnel, building site, traffic congestion, dysdipsia status, while also day can be relieved
Benefit becomes the important channel of the exploitation of urban underground space.Major diameter development machine cutterhead used at present is using hobboing cutter spiral
Line layout is rotated by cutterhead and hobboing cutter rotation extruding rock stratum is driven to realize broken rock.Since excavated section makes greatly: 1. cutterheads are born
Full payload it is excessive, unbalanced moments is excessive and cutterhead is caused to deform；2. cutterhead rotates in tunneling process, edge hobboing cutter linear velocity
Excessive, serious wear, cutter life is short.
Summary of the invention
The present invention proposes that one kind is suitable for super-large diameter hard rock mole cutterhead, can overcome existing hard rock mole, especially
It is that super-large diameter development machine cutterhead digging diameter is restricted, when reply ground consisting of hard rock excavates section super large situation, the diameter of cutterhead
To out-of-balance force, tilting moment is big, cutter life is short the disadvantages of.Two-stage cutterhead can effectively be distributed to rock break load respectively
Grade cutterhead, while cutterhead rigidity is improved, cutterhead stress concentrations are avoided, the eccentric load of cutterhead is effectively reduced.Needle
Different rock-layers geology operating condition is installed advanced by adjusting level-one cutterhead, second level knife disc tool distribution form in second level cutterhead
Outstanding cutter broken rock reaches the one-pass molding in super-large diameter tunnel so that classification driving, combination driving integrally may be implemented in cutterhead.
Promote super-large diameter hard rock mole drivage efficiency and driving quality.
The technical scheme of the present invention is realized as follows: a kind of be suitable for super-large diameter hard rock mole cutterhead, including one
Grade cutter head assembly and second level cutter head assembly, level-one cutter head assembly and second level cutter head assembly are equipped with axial propulsion device, level-one knife
Disk component includes level-one cutterhead and level-one cutter, and second level cutter head assembly includes second level cutterhead and second level cutter, level-one cutterhead it is outer
Diameter is less than the internal diameter of second level cutterhead, the second level cutterhead be it is round table-like, second level cutter includes outstanding cutter, and outstanding cutter is ladder-like sets
It sets on second level cutterhead.
The outstanding cutter is equipped with several layers, and the outstanding cutter of several layers section is stepped to be arranged on second level cutterhead.
The level-one cutterhead is board wheel, and level-one cutter includes the central hob being located on level-one cutterhead, positive rolling
Knife and side hobboing cutter, level-one cutterhead are equipped with level-one slag notch.
The central hob is located at the center of level-one cutterhead, and side hobboing cutter is located at the edge of level-one cutterhead, and positive hobboing cutter is located at
Between central hob and side hobboing cutter, central hob and positive hobboing cutter are installed perpendicular to cutterhead face, and side hobboing cutter favours the installation of cutterhead face.
The second level cutter includes the edge doctor on second level cutterhead, and second level cutterhead is equipped with second level slag notch.
The edge doctor is located at the edge of second level cutterhead, and outstanding cutter favours the installation of cutterhead face.
The level-one cutterhead is panel type.
The second level cutterhead is plate spoke.
Compared with prior art, the beneficial effects of the present invention are: solving seriously puzzlement hard rock tunnel construction for a long time
Cutterhead geological adaptability is poor, the problems such as super-large diameter drivage efficiency is low, knife disc tool limitation cutterhead digging diameter, according to geology
Adaptive Theory, level-one cutterhead use hard rock hob allocation plan, and second level cutterhead is using outstanding cutter matching as broken rock cutter
Scheme is set, so that two-stage cutterhead being capable of separately adjustable driving speed in tunneling process.Due to seperated using two-stage cutter disc system
Formula design, substantially increases the geological adaptability of super-large-diameter shield cutterhead, improves Acceptable life, the pick of knife disc tool
Into efficiency and economy.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
Some embodiments of invention for those of ordinary skill in the art without creative efforts, can be with
It obtains other drawings based on these drawings.
Fig. 1 is the positive direction view of the present invention.
Fig. 2, which is that the present invention is independent, tunnels state axial view.
Fig. 3 is that the present invention tunnels state axial view simultaneously.
Fig. 4 is the positive direction view of level-one cutter head assembly of the present invention.
Fig. 5 is level-one cutter head assembly axial view of the present invention.
Fig. 6 is the positive direction view of second level cutter head assembly of the present invention.
Fig. 7 is second level cutter head assembly axial view of the present invention.
In figure: 1- level-one cutter head assembly, 2- second level cutter head assembly, 3- central hob, the positive hobboing cutter of 4-, the side 5- hobboing cutter, 6- mono-
Grade slag notch, 7- hang cutter, 8- edge doctor, 9- second level slag notch.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, those of ordinary skill in the art are obtained every other under that premise of not paying creative labor
Embodiment shall fall within the protection scope of the present invention.
As shown in figs. 1-7, a kind of to be suitable for super-large diameter hard rock mole cutterhead, including level-one cutter head assembly 1 and second level
Cutter head assembly 2, level-one cutter head assembly 1 and second level cutter head assembly 2 are equipped with axial propulsion device, and according to operating condition needs, adjustment is each
The state of cutter head assembly, level-one cutter head assembly 1 include level-one cutterhead and level-one cutter, and second level cutter head assembly 2 includes second level cutterhead
With second level cutter, the outer diameter of level-one cutterhead is less than the internal diameter of second level cutterhead.
Level-one cutterhead is the board-like cutterhead of rounded face, and level-one cutter includes central hob 3, positive hobboing cutter on level-one cutterhead
4 and side hobboing cutter 5, level-one cutterhead is equipped with level-one slag notch 6.
Central hob 3 is located at the center of level-one cutterhead, and side hobboing cutter 5 is located at the edge of level-one cutterhead, and positive hobboing cutter 4 is located at center
Between hobboing cutter 3 and side hobboing cutter 5, central hob 3 and positive hobboing cutter 4 are installed perpendicular to cutterhead face, and side hobboing cutter 5 favours cutterhead face peace
Dress.
Central hob, positive hobboing cutter and side hobboing cutter collective effect on level-one cutterhead, cut level-one cutterhead circular cross section
It cuts, level-one slag notch is for slagging tap.
Second level cutterhead is round table-like plate spoke cutterhead, and second level cutter includes outstanding cutter 7, and it is stepped that several layers hang cutter 7
It is arranged on second level cutterhead.Second level cutter includes the edge doctor 8 on second level cutterhead, and second level cutterhead is equipped with second level slag notch
9.Edge doctor 8 is located at the edge of second level cutterhead, and outstanding cutter 7 favours the installation of cutterhead face.
Outstanding cutter and edge doctor collective effect on second level cutterhead, cut second level cutterhead annular section, second level goes out
Cinder notch is for slagging tap.
The present invention is directed to different rock-layers geology operating condition, by adjusting level-one cutterhead, second level knife disc tool distribution form, two
Grade cutterhead installs advanced outstanding cutter broken rock, so that classification driving, combination driving integrally may be implemented in cutterhead, reaches super-large diameter
The one-pass molding in tunnel.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all in essence of the invention
Within mind and principle, any modification, equivalent replacement, improvement and so on be should all be included in the protection scope of the present invention.
Claims (8)
1. one kind is suitable for super-large diameter hard rock mole cutterhead, including level-one cutter head assembly (1) and second level cutter head assembly (2),
Level-one cutter head assembly (1) and second level cutter head assembly (2) are equipped with axial propulsion device, and level-one cutter head assembly (1) includes level-one knife
Disk and level-one cutter, second level cutter head assembly (2) include second level cutterhead and second level cutter, and the outer diameter of level-one cutterhead is less than second level cutterhead
Internal diameter, it is characterised in that: the second level cutterhead be it is round table-like, second level cutter includes outstanding cutter (7), hangs cutter (7) ladder
Shape is arranged on second level cutterhead.
2. according to claim 1 be suitable for super-large diameter hard rock mole cutterhead, it is characterised in that: the outstanding cutter
(7) several layers are equipped with, the outstanding cutter (7) of several layers section is stepped to be arranged on second level cutterhead.
3. according to claim 1 be suitable for super-large diameter hard rock mole cutterhead, it is characterised in that: the level-one knife
Disk is board wheel, and level-one cutter includes central hob (3), positive hobboing cutter (4) and the side hobboing cutter (5) on level-one cutterhead,
Level-one cutterhead is equipped with level-one slag notch (6).
4. according to claim 3 be suitable for super-large diameter hard rock mole cutterhead, it is characterised in that: the center rolling
Knife (3) is located at the center of level-one cutterhead, and side hobboing cutter (5) is located at the edge of level-one cutterhead, and positive hobboing cutter (4) is located at central hob (3)
Between side hobboing cutter (5), central hob (3) and positive hobboing cutter (4) are installed perpendicular to cutterhead face, and side hobboing cutter (5) favours cutterhead face
Installation.
5. according to claim 1 be suitable for super-large diameter hard rock mole cutterhead, it is characterised in that: the second level knife
Tool includes the edge doctor (8) on second level cutterhead, and second level cutterhead is equipped with second level slag notch (9).
6. according to claim 5 be suitable for super-large diameter hard rock mole cutterhead, it is characterised in that: the edge doctor
(8) it is located at the edge of second level cutterhead, outstanding cutter (7) favour the installation of cutterhead face.
7. any according to claim 1 ~ 6 described be suitable for super-large diameter hard rock mole cutterhead, it is characterised in that: described
Level-one cutterhead is panel type.
8. any according to claim 1 ~ 6 described be suitable for super-large diameter hard rock mole cutterhead, it is characterised in that: described
Second level cutterhead is plate spoke.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811267900.7A CN109139032A (en) | 2018-10-29 | 2018-10-29 | One kind being suitable for super-large diameter hard rock mole cutterhead |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811267900.7A CN109139032A (en) | 2018-10-29 | 2018-10-29 | One kind being suitable for super-large diameter hard rock mole cutterhead |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109139032A true CN109139032A (en) | 2019-01-04 |
Family
ID=64806601
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811267900.7A Pending CN109139032A (en) | 2018-10-29 | 2018-10-29 | One kind being suitable for super-large diameter hard rock mole cutterhead |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109139032A (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109751058A (en) * | 2019-03-01 | 2019-05-14 | 中铁工程装备集团有限公司 | A kind of Double-cutter TBM of advance development release geological stress |
| CN110905539A (en) * | 2019-10-25 | 2020-03-24 | 中铁隧道局集团有限公司 | Tunnel boring machine cutter configuration method based on rock strength and soil layer proportion |
| CN112196554A (en) * | 2020-09-30 | 2021-01-08 | 清华大学 | Boring spacing adjustable entry driving device and entry driving machine |
| CN112343609A (en) * | 2020-12-26 | 2021-02-09 | 中铁工程装备集团有限公司 | Hollow TBM cutter head, pilot tunnel expanding excavation TBM for inclined shaft and construction method |
| CN113338981A (en) * | 2021-07-14 | 2021-09-03 | 成都未来智隧科技有限公司 | Excavation cutter head of heading machine and heading machine |
| CN113550756A (en) * | 2021-08-31 | 2021-10-26 | 浙江鼎昊新能源设备股份有限公司 | Shield tunneling machine cutter head and control method thereof |
| CN115199290A (en) * | 2022-09-14 | 2022-10-18 | 中交投资南京有限公司 | Tunnel excavation equipment and excavation method |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07109892A (en) * | 1993-10-14 | 1995-04-25 | Shimizu Corp | Tunnel boring machine |
| JP2004003365A (en) * | 2003-07-28 | 2004-01-08 | Oishi International Sisukomu Kk | Excavating method and excavating machine |
| CN202039854U (en) * | 2011-04-14 | 2011-11-16 | 中铁十一局集团城市轨道工程有限公司 | Novel cutter disk of shield machine |
| CN102536254A (en) * | 2011-12-16 | 2012-07-04 | 西安瑞特快速制造工程研究有限公司 | Multistage-separation progressive shield cutter head |
| CN103016016A (en) * | 2012-12-27 | 2013-04-03 | 西安交通大学 | Two-stage step-type cutter head system for full-face rock tunnel boring machine |
| CN106050251A (en) * | 2016-07-29 | 2016-10-26 | 天津大学 | Two-stage telescopic heading machine combined cutterhead with adjustable open rate |
| CN108571326A (en) * | 2018-05-09 | 2018-09-25 | 中铁工程装备集团有限公司 | Combined cut formula hard rock mole cutterhead and its development machine |
| CN208950592U (en) * | 2018-10-29 | 2019-06-07 | 中铁工程装备集团有限公司 | Suitable for super-large diameter hard rock mole cutterhead |
-
2018
- 2018-10-29 CN CN201811267900.7A patent/CN109139032A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07109892A (en) * | 1993-10-14 | 1995-04-25 | Shimizu Corp | Tunnel boring machine |
| JP2004003365A (en) * | 2003-07-28 | 2004-01-08 | Oishi International Sisukomu Kk | Excavating method and excavating machine |
| CN202039854U (en) * | 2011-04-14 | 2011-11-16 | 中铁十一局集团城市轨道工程有限公司 | Novel cutter disk of shield machine |
| CN102536254A (en) * | 2011-12-16 | 2012-07-04 | 西安瑞特快速制造工程研究有限公司 | Multistage-separation progressive shield cutter head |
| CN103016016A (en) * | 2012-12-27 | 2013-04-03 | 西安交通大学 | Two-stage step-type cutter head system for full-face rock tunnel boring machine |
| CN106050251A (en) * | 2016-07-29 | 2016-10-26 | 天津大学 | Two-stage telescopic heading machine combined cutterhead with adjustable open rate |
| CN108571326A (en) * | 2018-05-09 | 2018-09-25 | 中铁工程装备集团有限公司 | Combined cut formula hard rock mole cutterhead and its development machine |
| CN208950592U (en) * | 2018-10-29 | 2019-06-07 | 中铁工程装备集团有限公司 | Suitable for super-large diameter hard rock mole cutterhead |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109751058A (en) * | 2019-03-01 | 2019-05-14 | 中铁工程装备集团有限公司 | A kind of Double-cutter TBM of advance development release geological stress |
| CN110905539A (en) * | 2019-10-25 | 2020-03-24 | 中铁隧道局集团有限公司 | Tunnel boring machine cutter configuration method based on rock strength and soil layer proportion |
| CN112196554A (en) * | 2020-09-30 | 2021-01-08 | 清华大学 | Boring spacing adjustable entry driving device and entry driving machine |
| CN112343609A (en) * | 2020-12-26 | 2021-02-09 | 中铁工程装备集团有限公司 | Hollow TBM cutter head, pilot tunnel expanding excavation TBM for inclined shaft and construction method |
| CN112343609B (en) * | 2020-12-26 | 2022-04-29 | 中铁工程装备集团有限公司 | Hollow TBM cutter head, pilot tunnel expanding excavation TBM for inclined shaft and construction method |
| CN113338981A (en) * | 2021-07-14 | 2021-09-03 | 成都未来智隧科技有限公司 | Excavation cutter head of heading machine and heading machine |
| CN113338981B (en) * | 2021-07-14 | 2024-04-05 | 成都未来智隧科技有限公司 | Development machine excavation cutterhead and development machine |
| CN113550756A (en) * | 2021-08-31 | 2021-10-26 | 浙江鼎昊新能源设备股份有限公司 | Shield tunneling machine cutter head and control method thereof |
| CN115199290A (en) * | 2022-09-14 | 2022-10-18 | 中交投资南京有限公司 | Tunnel excavation equipment and excavation method |
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