CN209483358U - Engagement type multi-cutter-disk excavating device and the development machine including the device - Google Patents
Engagement type multi-cutter-disk excavating device and the development machine including the device Download PDFInfo
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- CN209483358U CN209483358U CN201920052429.3U CN201920052429U CN209483358U CN 209483358 U CN209483358 U CN 209483358U CN 201920052429 U CN201920052429 U CN 201920052429U CN 209483358 U CN209483358 U CN 209483358U
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Abstract
The utility model proposes a kind of engagement type multi-cutter-disk excavating device and including the development machine of the device, the device includes cutter head, cutter head includes the side cutterhead and end cutterhead for being mounted on same section, side cutterhead is located at the left and right sides of section and is symmetrical arranged, and side cutterhead is engaged with end cutterhead.The advantages of the utility model: the geology such as loess, pan soil, silty clay, quicksand, completely decomposed rock are adapted to, all cutterheads are all in the same plane, convenient for being improved to the dregs removed from face, and dregs in soil cabin is stirred abundant, reduce the generation of large clod when excavating face, is conducive to earth pressure balance mode and tunnels;Meanwhile to be arranged such that driving is distributed in shield body unique for this cutterhead, causes reasonable segmented construction, conducive to long-distance transportation and reduces on-site assembly bring risk etc..
Description
Technical field
The utility model relates to constructing tunnel equipment technical field, particularly relate to a kind of engagement type multi-cutter-disk excavating device and
Development machine including the device.
Background technique
In current constructing tunnel, shield technique is fast, dirty with its high degree of automation, construction safety degree height, construction speed
The advantages such as small, at low cost are contaminated, are gradually used widely.Wherein, shield machine be it is a kind of using the collection machinery of shield method, electronics,
The technologies such as hydraulic, laser and control are in the high mechanization of one and the driving lining cutting complete set of equipments of automation.
The mountain tunnels such as domestic road and rail are often u-shaped cross-section, tunnel excavation usually using full section drill burst method,
The tradition engineering method such as benching tunnelling method, CD method, CRD method, two side-wall pilot tunnel, to realize that personnel are safer, execution conditions are more environmentally friendly, the duration
Shorter, demands such as cost control is less expensive, domestic and international professional technician to horse-shoe tunnel using shield construction into
It has gone numerous studies, has realized that the mechanical type excavated is varied, such as: " a kind of slurry-water balance type shape of a hoof shield machine " utilizes
The knife cutting that one big circular beater plate and special-shaped cutterhead (eccentric swing) form goes out horse-shoe tunnel, utilizes mud and water balance mode
It keeps excavating face stability;" a kind of large section shape of a hoof shield machine " utilizes earth pressure balance principle, is distributed using several front and backs
Circular beater plate excavated, the section of jurisdiction finished using newest ring assembly carries out the propulsion of complete machine as brace foundation, and the type is
Possess successful application case covering Sinorael, Baicheng tunnel, road;" it is a kind of for horse-shoe tunnel can cast-in-place supporting shield
Machine " it is tunneled using earth pressure balance principle, using basic as stretching apart from the section of jurisdiction that the far assembly of host finishes, by friction
The counter-force of offer, and by the propulsion of lever+flexural pivot power transmission progress complete machine, it excavates using three dise knifes in the same plane
Disk and three eccentric circular cutting disks are composed;" special section tunnel shield excavation machine " (Hitachi Zosen Corporation) passes through
Using digging control device and according to the advance and retreat amount of the corner of cutterhead and profiling cutter, the advance and retreat amount of each cutterhead spoke is controlled,
Minor axis part is excavated with cutterhead spoke when profiling cutter retreats, and excavates major diameter part when profiling cutter is prominent, can be easy
Excavation special section tunnel;" a kind of cutter head and its synchronisation control means of rectangular shield " (Shanghai tunnel), by setting
Angle setting is different with the first cutterhead of preceding piece housing and the second cutterhead, the eccentric multi-shaft positioned at the first cutterhead and the second cutterhead rear
Shape cutterhead, the first cutter plate driver for driving the first cutterhead to circle, for driving the second cutterhead to circle
Second cutter plate driver, the eccentric multi-shaft abnormity cutter plate driver for driving the eccentric rotary motion of eccentric multi-shaft abnormity cutterhead work, the
One cutterhead and the second cutterhead are X-shaped spoke type structure cutterhead, and set angle difference is 80-100 degree, the first cutterhead and the second cutterhead
Center away from less than the sum of the first cutterhead and the radius of the second cutterhead.First cutterhead and the second cutterhead do not collide mutually and
First working face is excavated, and eccentric multi-shaft abnormity cutterhead is cut in the second working face memory, and entire cutter head is disconnected in rectangle
Maximum area is cut in face, makes entire excavation face in rectangle, reaches cutting etc. comprehensively.
It is to sum up known, it is varied for the technology of special-shaped tunnel excavation both at home and abroad, with their own characteristics.There is currently big for the country
The mountain tunnel project of V grades of soft rock Soft Clays, and mostly two-wire high-speed rail project are measured, horse-shoe tunnel section is very big, in the world
It is also rare in constructing tunnel case, it is contemplated that entire construction cost and safety, first choice are dug using earth pressure balance mode shield
Into.Cost of equipment cost is huge, is cut the higher demand of soil body flow brought by u-shaped cross-section ultra-wide in order to solve,
Need that a kind of construction reliability is very high, cost relative moderate, sediment improvement preferably excavates system schema.
Utility model content
The utility model proposes a kind of engagement type multi-cutter-disk excavating device and including the development machine of the device, solve existing
Development machine cost is huge, is not suitable with the high problem of ultra-wide u-shaped cross-section cutting soil body flow demand.
The technical solution of the utility model is achieved in that a kind of engagement type multi-cutter-disk excavating device, including cutterhead dress
It sets, the cutter head includes the side cutterhead and end cutterhead for being mounted on same section, and side cutterhead is located at a left side for section
Right two sides are simultaneously symmetrical arranged, and side cutterhead is engaged with end cutterhead.
The section is the shape of a hoof.
The side cutterhead includes cutterhead two, cutterhead three, cutterhead four and cutterhead five, and cutterhead two, cutterhead three are located at cutterhead
The left and right sides of section lower part, cutterhead two, cutterhead three are engaged with lower end cutterhead, and cutterhead four, cutterhead five are located at cutterhead section
The left and right sides on top, cutterhead two are engaged with cutterhead four, and cutterhead three is engaged with cutterhead five, and cutterhead four, cutterhead five are and upper end
Cutterhead engagement.
The end cutterhead includes upper end cutterhead and lower end cutterhead, is nibbled on the upside of upper end cutterhead and side cutterhead
It closes, lower end cutterhead is engaged with the downside of side cutterhead.
The upper end cutterhead includes cutterhead six, and cutterhead six is located at the upside in the middle part of section, cutterhead six and side cutterhead
Upside engagement, lower end cutterhead includes cutterhead one, and cutterhead one is located at the downside in the middle part of cutterhead section, cutterhead one and side cutterhead
Downside engagement.
The end cutterhead includes cutterhead one and cutterhead six, and side cutterhead includes cutterhead two, cutterhead three, cutterhead four and knife
Disk five, cutterhead one are located at the downside in the middle part of cutterhead section, and cutterhead two, cutterhead three are located at the left and right sides of cutterhead section lower part, knife
Disk two, cutterhead three are engaged with cutterhead one, and cutterhead four, cutterhead five are located at the left and right sides on cutterhead section top, cutterhead two and knife
Disk four engages, and cutterhead three engages with cutterhead five, and cutterhead six is located at the upside in the middle part of section, cutterhead four, cutterhead five respectively with cutterhead
Six engagements.
It further include the auxiliary cutterhead for being mounted on same section.
The auxiliary cutterhead includes the auxiliary cutterhead positioned at section periphery.
The auxiliary cutterhead includes the auxiliary cutterhead positioned at section center.
The side cutterhead and end cutterhead includes center fish tail knife, knife beam, rack sleeve and cutter, center fish tail
Knife is mounted on the middle part of rack sleeve, and knife beam is mounted on rack sleeve in spoke-like, and cutter is mounted on knife beam.
The knife beam is arranged in X-shaped.
A kind of development machine including above-mentioned engagement type multi-cutter-disk excavating device.
The advantages of the utility model: the geology such as loess, pan soil, silty clay, quicksand, completely decomposed rock, all knives are adapted to
Disk all in the same plane, convenient for improveing to the dregs removed from face, and stirs sufficiently dregs in soil cabin, reduces
The generation of large clod when excavating face is conducive to earth pressure balance mode and tunnels;Meanwhile this cutterhead is arranged such that driving in shield
It is unique to be distributed on body, causes reasonable segmented construction, conducive to long-distance transportation and reduces on-site assembly bring risk etc..
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only
It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor
Under, it is also possible to obtain other drawings based on these drawings.
Fig. 1 is the utility model cutter head structural schematic diagram.
Fig. 2 is the utility model X-shaped cutter head structure schematic diagram.
Fig. 3 is the utility model development machine structural schematic diagram.
In figure: 1. cutter heads, 101. cutterheads one, 102. cutterheads two, 103. cutterheads three, 104. cutterheads four, 105. cutterheads
Five, 106. cutterheads six, 2. drive systems, 3. shield bodies, 4. screw conveyors, 5. assembling machines, the center 101a. fish tail knife, 101b. knife
Beam, 101c. rack sleeve, 101d. cutter, 101e. collar tie beam.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are under that premise of not paying creative labor
Every other embodiment obtained, fall within the protection scope of the utility model.
Embodiment 1
As shown in Figs. 1-2, a kind of engagement type multi-cutter-disk excavating device, including cutter head 1, cutter head 1 include installation
In the cutterhead 1 of same u-shaped cross-section, cutterhead 2 102, cutterhead 3 103, cutterhead 4 104, cutterhead 5 105, cutterhead 6 106
With auxiliary cutterhead.Cutterhead 1 is located at the downside in the middle part of cutterhead section, and cutterhead 2 102, cutterhead 3 103 are located under cutterhead section
The left and right sides in portion, cutterhead 2 102, cutterhead 3 103 are engaged with cutterhead 1, and cutterhead 4 104, cutterhead 5 105 are located at cutterhead
The left and right sides on section top, cutterhead 2 102 are engaged with cutterhead 4 104, and cutterhead 3 103 is engaged with cutterhead 5 105, cutterhead six
106 are located at the upside in the middle part of section, and cutterhead 4 104, cutterhead 5 105 are engaged with cutterhead 6 106 respectively.Assisting cutterhead includes section
The auxiliary cutterhead on periphery and center, for supplementing the gap between cutterhead.
Cutterhead one to six is X-shaped cutterhead, including center fish tail knife 101a, knife beam 101b, rack sleeve 101c, cutter
101d, collar tie beam 101e and reinforcing beam 101f, center fish tail knife 101a are mounted on the middle part of rack sleeve 101c, and knife beam 101b is in X
Shape is spoke-like to be mounted on rack sleeve 101c, and cutter 101d is mounted on knife beam 101b, two knife beam similar in X-shaped opposite side
Collar tie beam 101e and reinforcing beam 101f is equipped between 101b.
The workflow of the present embodiment is as follows:
Cutter head in referring to Fig.1, it is assumed that cutterhead one is directed toward 6 directions using acute angle center line first phase folded by two knife beams
It rotates for original bench mark, is positive with rotation counterclockwise counterclockwise, firstly, cutterhead two and one first phase angle of cutterhead are -115 °, cutterhead
Three with one first phase angle of cutterhead be -65 °, when cutterhead one counterclockwise rotate when, cutterhead two and cutterhead three are rotated clockwise and are handed over
For " engaging " therewith, mutually indepedent, synchronous rotary and non-interference;Similarly, cutterhead five (rotation counterclockwise) is than the one (inverse time of cutterhead
Needle rotation) it is 5 ° advanced, cutterhead four (rotation counterclockwise) and cutterhead one (rotation counterclockwise) are -5 ° advanced, (the rotation counterclockwise of cutterhead five
Turn) it is engaged with cutterhead three (rotating clockwise), cutterhead four (rotation counterclockwise) is engaged with cutterhead two (rotating clockwise);Cutterhead six
It is identical as one direction of rotation of cutterhead and first phase, and respectively at X-shaped cutterhead four (rotation counterclockwise), (rotation counterclockwise of X-shaped cutterhead five
Turn) it is meshed.Six cutterheads rotate in the same plane, and mutually indepedent between each cutterhead, non-interference, rotary joint is same
Step, in this way, six cutterheads collective fit to excavate out u-shaped cross-section, remaining area arranges several minor diameter spoke wheel supplements
Auxiliary is excavated.
Embodiment 2
As shown in figure 3, a kind of development machine of engagement type multi-cutter-disk excavating device, including cutter head described in embodiment 1
1, drive system 2, shield body 3, screw conveyor 4 and assembling machine 5, cutter head 1 are mounted on the front end of shield body 3, the drive in shield body 3
Dynamic system 2 drives the cutterhead rotation in cutter head 1, each cutterhead of cutter head 1 configures a drive system 2, spiral
The back that conveyer 4 is located at cutterhead is used to carry out prefabricated section of jurisdiction for conveying dregs, the tail portion that assembling machine 5 is located at shield body 3
It is assembled.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
Within the spirit and principle of utility model, any modification, equivalent replacement, improvement and so on should be included in the utility model
Protection scope within.
Claims (10)
1. a kind of engagement type multi-cutter-disk excavating device, including cutter head (1), it is characterised in that: cutter head (1) packet
The side cutterhead and end cutterhead for being mounted on same section are included, side cutterhead is located at the left and right sides of section and is symmetrical arranged, side
Portion's cutterhead is engaged with end cutterhead.
2. engagement type multi-cutter-disk excavating device according to claim 1, it is characterised in that: the section is the shape of a hoof.
3. engagement type multi-cutter-disk excavating device according to claim 1, it is characterised in that: the side cutterhead includes knife
Disk two (102), cutterhead three (103), cutterhead four (104) and cutterhead five (105), cutterhead two (102), cutterhead three (103) are located at knife
The left and right sides of disk section lower part, cutterhead two (102), cutterhead three (103) are engaged with lower end cutterhead, cutterhead four (104), knife
Disk five (105) is located at the left and right sides on cutterhead section top, and cutterhead two (102) is engaged with cutterhead four (104), cutterhead three (103)
It is engaged with cutterhead five (105), cutterhead four (104), cutterhead five (105) are engaged with upper end cutterhead.
4. engagement type multi-cutter-disk excavating device according to claim 1 or 3, it is characterised in that: the end cutterhead packet
Upper end cutterhead and lower end cutterhead are included, upper end cutterhead is engaged with the upside of side cutterhead, lower end cutterhead and side cutterhead
Downside engagement.
5. engagement type multi-cutter-disk excavating device according to claim 4, it is characterised in that: the upper end cutterhead includes
Cutterhead six (106), cutterhead six (106) are located at the upside in the middle part of section, and cutterhead six (106) is engaged with the upside of side cutterhead, under
End cutterhead includes cutterhead one (101), and cutterhead one (101) is located at the downside in the middle part of cutterhead section, cutterhead one (101) and side knife
It engages the downside of disk.
6. engagement type multi-cutter-disk excavating device according to claim 1, it is characterised in that: the end cutterhead includes knife
Disk one (101) and cutterhead six (106), side cutterhead include cutterhead two (102), cutterhead three (103), cutterhead four (104) and cutterhead
Five (105), cutterhead one (101) are located at the downside in the middle part of cutterhead section, and cutterhead two (102), cutterhead three (103) are located at cutterhead section
The left and right sides of lower part, cutterhead two (102), cutterhead three (103) are engaged with cutterhead one (101), cutterhead four (104), cutterhead five
(105) it is located at the left and right sides on cutterhead section top, cutterhead two (102) is engaged with cutterhead four (104), cutterhead three (103) and knife
Disk five (105) engagement, cutterhead six (106) are located at the upside in the middle part of section, cutterhead four (104), cutterhead five (105) respectively with cutterhead
Six (106) engagement.
7. engagement type multi-cutter-disk excavating device according to claim 1, it is characterised in that: further include being mounted on same section
Auxiliary cutterhead, auxiliary cutterhead includes the auxiliary cutterhead positioned at section periphery, and auxiliary cutterhead includes the auxiliary positioned at section center
Cutterhead.
8. engagement type multi-cutter-disk excavating device according to claim 1, it is characterised in that: the side cutterhead and end
Cutterhead includes center fish tail knife (101a), knife beam (101b), rack sleeve (101c) and cutter (101d), center fish tail knife
(101a) is mounted on the middle part of rack sleeve (101c), and knife beam (101b) is mounted on rack sleeve (101c) in spoke-like, cuts
Knife (101d) is mounted on knife beam (101b).
9. engagement type multi-cutter-disk excavating device according to claim 8, it is characterised in that: the knife beam (101b) is in X
Shape arrangement.
10. the development machine that one kind includes any engagement type multi-cutter-disk excavating device of claim 1 ~ 9.
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CN201920052429.3U CN209483358U (en) | 2019-01-14 | 2019-01-14 | Engagement type multi-cutter-disk excavating device and the development machine including the device |
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CN201920052429.3U CN209483358U (en) | 2019-01-14 | 2019-01-14 | Engagement type multi-cutter-disk excavating device and the development machine including the device |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109630147A (en) * | 2019-01-14 | 2019-04-16 | 中铁工程装备集团有限公司 | A kind of engagement type multi-cutter-disk excavating device and the development machine including the device |
CN113914879A (en) * | 2021-09-09 | 2022-01-11 | 中国矿业大学 | Cutter head for realizing high-efficiency rectangular hard rock shield under rotation-impact action |
-
2019
- 2019-01-14 CN CN201920052429.3U patent/CN209483358U/en active Active
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109630147A (en) * | 2019-01-14 | 2019-04-16 | 中铁工程装备集团有限公司 | A kind of engagement type multi-cutter-disk excavating device and the development machine including the device |
CN109630147B (en) * | 2019-01-14 | 2024-07-02 | 中铁工程装备集团有限公司 | Meshing type multi-cutter-disc excavating device and heading machine comprising same |
CN113914879A (en) * | 2021-09-09 | 2022-01-11 | 中国矿业大学 | Cutter head for realizing high-efficiency rectangular hard rock shield under rotation-impact action |
CN113914879B (en) * | 2021-09-09 | 2023-02-21 | 中国矿业大学 | Cutter head for realizing high-efficiency rectangular hard rock shield under rotation-impact action |
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