CN206753601U - Cutter head of shield machine for sand soft rock stratum - Google Patents
Cutter head of shield machine for sand soft rock stratum Download PDFInfo
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- CN206753601U CN206753601U CN201720588951.4U CN201720588951U CN206753601U CN 206753601 U CN206753601 U CN 206753601U CN 201720588951 U CN201720588951 U CN 201720588951U CN 206753601 U CN206753601 U CN 206753601U
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- knife
- cutter head
- cutter
- shield machine
- fish tail
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Abstract
A kind of cutter head of shield machine for sand soft rock stratum is disclosed in the utility model, the cutter head of shield machine includes cutter head panel, and the hobboing cutter angularly set around cutter head panel axle center, cutter head panel is provided centrally with fish tail knife, the knife face both sides of fish tail knife are provided with dual-pilot cutter, radial direction of the knife height of dual-pilot cutter along cutter head panel is gradually reduced, and the goat's horn knife gradually reduced along cutter head panel radial direction height is provided between hobboing cutter.In shield machine work process, fish tail knife, dual-pilot cutter, the goat's horn knife being arranged on cutter head panel sequentially start to cut the soil body, substantially increase stock-removing efficiency of the shield machine in sand soft rock stratum, after fish tail knife, dual-pilot cutter, goat's horn knife fully enter cutwork, the hobboing cutter being arranged on cutter head panel starts to cut, and greatly reduces the degree of wear of hobboing cutter.
Description
Technical field
It the utility model is related to shield machine, more particularly to a kind of cutter head of shield machine for sand soft rock stratum.
Background technology
Shield machine is widely used in the engineerings such as tunnel piercing, it is advantageous that underground driving speed is fast, quality is high, peace
Full performance is high, does not influence above ground structure, reduces earth clearance expense, does not influence city integrated planning, in increasing
Promote the use of in city more than type.Because shield machine can run into different geo-logical terrains during underground construction, for difference
Geo-logical terrain must redesign the arrangement of cutterhead and cutter, to reduce the abrasion of cutter.Especially for sand soft rock stratum,
If only using existing cutter head of shield machine, shield machine is when cutting face, it is easy to the problems such as causing tool wear very fast.
Utility model content
The purpose of this utility model is to provide a kind of cutter head of shield machine for sand soft rock stratum, and it is by changing cutterhead
The arrangement mode that panel is fixed a cutting tool, reduce tool wear degree, increase the usage time of cutter head of shield machine.
Above-mentioned technical purpose of the present utility model technical scheme is that:One kind is with being used for sand soft rock
The cutter head of shield machine of layer, including cutter head panel, and the hobboing cutter angularly set around cutter head panel axle center, in the cutter head panel
The heart is provided with fish tail knife, and the knife face both sides of the fish tail knife are provided with dual-pilot cutter, and the knife height of the dual-pilot cutter is along cutterhead face
The radial direction of plate is gradually reduced, and the goat's horn gradually reduced along cutter head panel radial direction height is provided between the hobboing cutter
Knife.
By using above-mentioned technical proposal, cutter head panel is provided with fish tail knife, and fish tail knife cuts the sand soft rock soil body, shield first
For structure machine during driving, the dual-pilot cutter for being arranged at fish tail knife both sides then cuts the soil body, because dual-pilot cutter staged is set,
Shield machine dramatically increases the mobility of the cutting soil body, improves the stock-removing efficiency of shield machine, reduce cutter in progradation
Abrasion.Shield machine continues to push ahead, and goat's horn knife starts to cut the soil body, because the goat's horn knife of installation has certain difference in height,
Substantially increase stock-removing efficiency of the shield machine in sand soft rock stratum.Treat that fish tail knife, dual-pilot cutter, goat's horn knife fully enter skiver
After work, the hobboing cutter being arranged on cutter head panel starts to cut, and greatly reduces the degree of wear of hobboing cutter.
Preferably, adjacent the goat's horn knife and dual-pilot cutter is highly consistent.
By using above-mentioned technical proposal, goat's horn knife is highly consistent with dual-pilot cutter, prevents shield machine in the course of the work, knife
Tool occurs the situation of breaking because height fall is excessive.
Preferably, during the cutter head panel rotation, the dual-pilot cutter shear action of fish tail knife knife face side is in fish tail knife knife face
The region of the adjacent dual-pilot cutter of opposite side.
By using above-mentioned technical proposal, in rotary course, the dual-pilot cutter of fish tail knife side is carried out cutter head panel first
Cutting, when the dual-pilot cutter of fish tail knife opposite side is cut to same position, the dual-pilot cutter of the side can be cut before in advance just
The unhewn part of knife, greatly improves stock-removing efficiency.
Preferably, the center of the cutter head panel opens up fluted, and the groove is embedded in the knife tail of fish tail knife.
By using above-mentioned technical proposal, the knife tail of fish tail knife is embedded in cutter head panel, the phase of fish tail knife and cutter head panel
Junction product is only bolted compared to fish tail knife, the increase of its connection area, has effectively been disperseed fish tail knife and has been acted only on bolt
On active force.
Preferably, the groove is T-slot, and the knife tail of the fish tail knife is T-shaped.
It is T-shaped cooperation by using above-mentioned technical proposal, between fish tail knife and groove, its active force is scattered more uniform.
Preferably, the outer layer welding of the goat's horn knife is provided with alloy-layer.
By using above-mentioned technical proposal, the alloy-layer of goat's horn knife outer layer, goat's horn knife is effectively reduced on sand soft rock stratum
In the rate of wear.
In summary, the utility model has the advantages that:For shield machine when cutting the sand soft rock soil body, fish tail knife is first
The sand soft rock soil body is first cut, for shield machine during driving, the dual-pilot cutter for being arranged at fish tail knife both sides then cuts the soil body, shield
Structure machine dramatically increases the mobility of the cutting soil body, improves the stock-removing efficiency of shield machine, reduce cutter in progradation
Abrasion.Shield machine continues to push ahead, and goat's horn knife starts to cut the soil body, substantially increases shield machine cutting in sand soft rock stratum
Cut efficiency.After fish tail knife, dual-pilot cutter, goat's horn knife fully enter cutwork, the hobboing cutter being arranged on cutter head panel starts to cut
Cut, greatly reduce the degree of wear of hobboing cutter.Meanwhile the alloy-layer for being arranged at goat's horn knife outer layer also substantially increases the resistance to of cutter
The degree of wear.
Brief description of the drawings
Fig. 1 is the topology view of cutter head of shield machine;
Fig. 2 is the topology view of the cutter head of shield machine of display tool arrangement;
Fig. 3 is A portions zoomed-in view in Fig. 2;
Fig. 4 is B portions zoomed-in view in Fig. 2;
Fig. 5 is goat's horn knife topology view.
In figure, 1, cutter head panel;11st, hobboing cutter;12nd, groove;2nd, fish tail knife;21st, bolt;3rd, dual-pilot cutter;4th, goat's horn knife;
41st, alloy-layer.
Embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
Embodiment 1
A kind of cutter head of shield machine, as shown in figure 1, including cutter head panel 1, angularly installed around its axle center on cutter head panel 1
There are hobboing cutter 11, while radial direction arrangement of the hobboing cutter 11 along cutter head panel 1, according to the property of the diameter of cutter head panel 1 and the soil body to be excavated
Matter sets the hobboing cutter 11 of respective numbers.
With reference to Fig. 2 and Fig. 3, fish tail knife 2 is provided with the center of cutter head panel 1, fish tail knife 2 exceeds the end of cutter head panel 1
Face 400mm or so, ensure that fish tail knife 2 cuts the soil body at first.Wherein, the end of fish tail knife 2 is taper, and cutter head panel 1 rotates, fish
Tail knife 2 cuts the soil body therewith, and greatly improving shield machine, integrally driving is horizontal.
Because fish tail knife 2 is larger by the active force of the soil body, in order to ensure fish tail knife 2 and the junction stress of cutter head panel 1
Uniformly, cutter head panel 1 opens up fluted 12, and groove 12 is T-slot, corresponding, and the part that fish tail knife 2 is embedded in cutter head panel 1 is in T
Type, the knife tail of fish tail knife 2 can be embedded in groove 12 just.After fish tail knife 2 is embedded in the groove 12 of cutter head panel 1, bolt is recycled
The both ends of 21 pairs of fish tail knives 2 are fixedly connected.
With reference to Fig. 1 and Fig. 2, the side of the knife face of fish tail knife 2 sets three dual-pilot cutters 3, and opposite side sets four structures one
The dual-pilot cutter 3 of cause, during rotary cutting, the dual-pilot cutter 3 of the knife face both sides of fish tail knife 2 is interlaced to be cut cutter head panel 1
Cut, improve stock-removing efficiency.
With reference to Fig. 1 and Fig. 3, by taking the dual-pilot cutter 3 of the knife face side of fish tail knife 2 as an example, the laid out in parallel of dual-pilot cutter 3.Along cutterhead face
The direction of the radius of plate 1, the height of dual-pilot cutter 3 gradually reduce, and the blade of fish tail knife 2 and the knife-edge of dual-pilot cutter 3 into a ladder, can
To dramatically increase the mobility of the cutting soil body, the stock-removing efficiency of shield machine is improved, reduces the abrasion of cutter.
With reference to Fig. 2 and Fig. 4, in order to improve stock-removing efficiency of the shield machine in sand soft rock stratum, it is provided with cutter head panel 1
Goat's horn knife 4, goat's horn knife 4 are spaced hobboing cutter 11 and set, and set three altogether.Along the direction of the radius of cutter head panel 1, the height of goat's horn knife 4
Gradually reduce, formed between its blade it is stepped, meanwhile, adjacent goat's horn knife 4 is highly consistent with dual-pilot cutter 3.
With reference to Fig. 5, in order to reduce the rate of wear of the goat's horn knife 4 in sand soft rock stratum, the outer layer welding of goat's horn knife 4 is set
There is alloy-layer 41, the degree of wear of goat's horn knife 4 in use minimizes.
This specific embodiment is only that it is not to limitation of the present utility model, ability to explanation of the present utility model
Field technique personnel can make the modification of no creative contribution to the present embodiment as needed after this specification is read, but
As long as all protected in right of the present utility model by Patent Law.
Claims (6)
1. a kind of cutter head of shield machine for sand soft rock stratum, including cutter head panel (1), and around cutter head panel (1) axle center etc.
The hobboing cutter (11) that angle is set, it is characterized in that:The cutter head panel (1) is provided centrally with fish tail knife (2), the fish tail knife (2)
Knife face both sides be provided with dual-pilot cutter (3), the radial direction of the knife height of the dual-pilot cutter (3) along cutter head panel (1) is gradual
Reduce, the goat's horn knife (4) gradually reduced along cutter head panel (1) radial direction height is provided between the hobboing cutter (11).
2. the cutter head of shield machine according to claim 1 for sand soft rock stratum, it is characterized in that:The adjacent goat's horn knife
(4) it is highly consistent with dual-pilot cutter (3).
3. the cutter head of shield machine according to claim 2 for sand soft rock stratum, it is characterized in that:The cutter head panel (1)
During rotation, dual-pilot cutter (3) shear action of fish tail knife (2) knife face side is in the adjacent dual-pilot cutter of fish tail knife (2) knife face opposite side
(3) region.
4. the cutter head of shield machine according to claim 3 for sand soft rock stratum, it is characterized in that:The cutter head panel (1)
Center open up fluted (12), the groove (12) is embedded in the knife tail of fish tail knife (2).
5. the cutter head of shield machine according to claim 4 for sand soft rock stratum, it is characterized in that:The groove (12) is T
Type groove, the knife tail of the fish tail knife (2) are T-shaped.
6. the cutter head of shield machine according to claim 5 for sand soft rock stratum, it is characterized in that:The goat's horn knife (4)
Outer layer welding is provided with alloy-layer (41).
Priority Applications (1)
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CN201720588951.4U CN206753601U (en) | 2017-05-24 | 2017-05-24 | Cutter head of shield machine for sand soft rock stratum |
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CN201720588951.4U CN206753601U (en) | 2017-05-24 | 2017-05-24 | Cutter head of shield machine for sand soft rock stratum |
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ID=60620157
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Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108756911A (en) * | 2018-07-03 | 2018-11-06 | 中铁工程装备集团有限公司 | A kind of sectional type weak soil layering cutterhead |
CN108979651A (en) * | 2018-06-22 | 2018-12-11 | 陕西铁路工程职业技术学院 | A kind of cutter head of shield machine |
CN109139028A (en) * | 2018-09-27 | 2019-01-04 | 中铁工程装备集团有限公司 | A kind of cutter head of shield machine of arc milling |
CN109356600A (en) * | 2018-11-18 | 2019-02-19 | 中国电建集团铁路建设有限公司 | A kind of shield multi-layer diamond composite sheet bite |
CN109505618A (en) * | 2018-12-17 | 2019-03-22 | 重庆交通建设(集团)有限责任公司 | A kind of combined type rock tunnel(ling) machine cutterhead |
CN110485497A (en) * | 2019-08-30 | 2019-11-22 | 广东科朗管道修复技术有限公司 | Rotary cutting head |
CN114165249A (en) * | 2021-12-08 | 2022-03-11 | 北京市市政四建设工程有限责任公司 | Muddy water and soil pressure double-mode shield tunneling machine cutter head suitable for complex stratum |
CN108571326B (en) * | 2018-05-09 | 2024-04-19 | 中铁工程装备集团有限公司 | Compound cutting type hard rock tunneling machine cutterhead and tunneling machine thereof |
-
2017
- 2017-05-24 CN CN201720588951.4U patent/CN206753601U/en active Active
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108571326B (en) * | 2018-05-09 | 2024-04-19 | 中铁工程装备集团有限公司 | Compound cutting type hard rock tunneling machine cutterhead and tunneling machine thereof |
CN108979651A (en) * | 2018-06-22 | 2018-12-11 | 陕西铁路工程职业技术学院 | A kind of cutter head of shield machine |
CN108756911A (en) * | 2018-07-03 | 2018-11-06 | 中铁工程装备集团有限公司 | A kind of sectional type weak soil layering cutterhead |
CN108756911B (en) * | 2018-07-03 | 2024-03-29 | 中铁工程装备集团有限公司 | Block-type weak soil layering blade disc |
CN109139028A (en) * | 2018-09-27 | 2019-01-04 | 中铁工程装备集团有限公司 | A kind of cutter head of shield machine of arc milling |
CN109139028B (en) * | 2018-09-27 | 2024-03-15 | 中铁工程装备集团有限公司 | Arc-cutting shield tunneling machine cutterhead |
CN109356600A (en) * | 2018-11-18 | 2019-02-19 | 中国电建集团铁路建设有限公司 | A kind of shield multi-layer diamond composite sheet bite |
CN109356600B (en) * | 2018-11-18 | 2024-04-23 | 中电建铁路建设投资集团有限公司 | Multi-layer diamond composite sheet cutting knife for shield |
CN109505618A (en) * | 2018-12-17 | 2019-03-22 | 重庆交通建设(集团)有限责任公司 | A kind of combined type rock tunnel(ling) machine cutterhead |
CN110485497A (en) * | 2019-08-30 | 2019-11-22 | 广东科朗管道修复技术有限公司 | Rotary cutting head |
CN114165249A (en) * | 2021-12-08 | 2022-03-11 | 北京市市政四建设工程有限责任公司 | Muddy water and soil pressure double-mode shield tunneling machine cutter head suitable for complex stratum |
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