CN208441839U - A kind of U-shaped shield machine - Google Patents
A kind of U-shaped shield machine Download PDFInfo
- Publication number
- CN208441839U CN208441839U CN201821001576.XU CN201821001576U CN208441839U CN 208441839 U CN208441839 U CN 208441839U CN 201821001576 U CN201821001576 U CN 201821001576U CN 208441839 U CN208441839 U CN 208441839U
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- shield body
- power unit
- pushing tow
- control unit
- shaped
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- 230000008093 supporting effect Effects 0.000 claims abstract description 23
- 238000009412 basement excavation Methods 0.000 claims abstract description 22
- 238000005452 bending Methods 0.000 claims description 15
- 238000005086 pumping Methods 0.000 claims description 9
- 230000005641 tunneling Effects 0.000 abstract 1
- 239000002689 soil Substances 0.000 description 6
- 230000008878 coupling Effects 0.000 description 5
- 238000010168 coupling process Methods 0.000 description 5
- 238000005859 coupling reaction Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 238000010276 construction Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- TVEXGJYMHHTVKP-UHFFFAOYSA-N 6-oxabicyclo[3.2.1]oct-3-en-7-one Chemical compound C1C2C(=O)OC1C=CC2 TVEXGJYMHHTVKP-UHFFFAOYSA-N 0.000 description 1
- 230000037237 body shape Effects 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000012937 correction Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
It further include excavating device, collection slag-draining device, pushing tow system, articulated system, power unit and control unit, supporting shield body include front shield body and tail portion shield body the utility model proposes a kind of U-shaped shield machine, including supporting shield body.The advantages of the utility model: it can be used for the prefabricated piping lane in underground, the laying operation of prefabricating square culvert, alternative tradition cut and cover tunneling pile foundation supporting or slope operation, while having both excavation and deslagging function.The utility model can save a large amount of supportings and earth excavation expense, high-efficient, good economy performance.
Description
Technical field
The utility model relates to the installation apparatus of the prefabricated components such as underground pipe gallery, Fang Han, particularly relate to a kind of U-shaped shield
Machine.
Background technique
Shield machine is named as shielding tunnel excavator entirely, is that a kind of special engineering of tunnel piercing is mechanical, modern shield driving
Machine integrates light, mechanical, electrical, liquid, sensing, information technology, has and excavates the cutting soil body, conveying soil quarrel, assembled tunnel-liner, surveys
The functions such as amount guiding correction are related to the multiple subjects technology such as geology, building, machinery, mechanics, hydraulic, electrical, control, measurement, and
And the design and manufacture of " cutting the garment according to the figure " formula are carried out according to different geology, reliability requirement is high.Shield excavation machine is extensive
For Tunnel Engineering such as subway, railway, highway, municipal administration, water power.
Currently, the city integrated piping lane construction in China is being actively pushed forward, the mode of slope or pile foundation is taken to carry out mostly
Then slope retaining carries out the cast-in-place operation of formwork supporting plate, is finally backfilling and compacted, the method excavation amount is big, and speed is slow, process
Complexity, auxiliary shoring structure, template consumption are big, at high cost.
Utility model content
The utility model proposes a kind of U-shaped shield machines, collect supporting, excavate, and slag tap in one, piping lane uses precast assembly method
It builds, at low cost, high-efficient, no pile foundation supporting residual, more economical environmental protection solves the existing pipe gallery construction operation time
Long, heavy workload and problem at high cost.
The technical solution of the utility model is achieved in that a kind of U-shaped shield machine, including supporting shield body, further includes out
Dig device, collection slag-draining device, pushing tow system, articulated system, power unit and control unit, supporting shield body include front shield body and
Tail portion shield body, front shield body are U-shaped section, and excavating device, collection slag-draining device, pushing tow system, power unit and control unit are equal
It is located in the shield body of front, excavating device sum aggregate slag-draining device is located at the front of front shield body, and collection slag-draining device is located at excavating device
Lower part, power unit and control unit be located at the rear portion of excavating device, and power unit is located at the lower part of control unit, pushing tow system
System is located at the rear portion of front shield body, and front shield body is connect by articulated system with tail portion shield body, and tail portion shield body includes the shield of two sides
Plate is equipped with horizontal support between the scuta of two sides, and opening is formed between the horizontal support of front and back, and power unit is excavating device, pushing tow
System and articulated system provide power.
The excavating device includes excavation mechinery arm, and excavation mechinery arm is located in the support inside the shield body of front.
The collection slag-draining device includes belt feeder, bracket, helical blade, drag conveyor and driving device, and branch is set up
The bottom of shield body in front, helical blade are located at the both ends of bracket, and the middle part of bracket and drag conveyor feed end cooperate, scraper plate
Conveyer discharge end and belt feeder feed end cooperate, and belt feeder discharge end is located at the top of supporting shield body side earth's surface, driving dress
Discharge end setting in drag conveyor simultaneously drives drag conveyor.
The pushing tow system includes pipe bending cylinder, and the piston end of pipe bending cylinder is equipped with support boots.
The pipe bending cylinder is divided into four groups positioned at front shield body section upper left quarter, lower left quarter, upper right quarter and right lower quadrant.
The articulated system includes hinged oil cylinder, and hinged oil cylinder one end is flexibly connected with tail portion shield body, and hinged oil cylinder is another
One end is flexibly connected with front shield body.
The power unit includes pumping plant, and control unit includes control room, and pumping plant and control room are each provided at front shield body
Horizontal support on.
The advantages of the utility model: it can be used for the prefabricated piping lane in underground, the laying operation of prefabricating square culvert, alternative tradition open cut
The pile foundation supporting or slope operation of method construction, while having both excavation and deslagging function, the utility model can save a large amount of supportings and
Earth excavation expense, high-efficient, good economy performance.
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 main view.
Fig. 2 is the utility model side view.
Fig. 3 is the utility model top view.
Fig. 4 is collection slag-draining device main view.
Fig. 5 is collection slag-draining device top view.
In figure: the tail portion 1- shield body, 2- pipe bending cylinder, the front 3- shield body, 4- collection slag-draining device, 5- excavation mechinery arm, 6- skin
Band machine, 7- hinged oil cylinder, 8- excavation face undisturbed soil, 9- assembly corridor body, 10- backfill, 11- are leaned on after originating, 12- pumping plant, 13- are padded
Layer, 14- bracket, 15- helical blade, 16- drag conveyor, 17- driving device.
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.
As shown in Figs. 1-5, a kind of U-shaped shield machine, including supporting shield body further include excavating device, collection slag-draining device, pushing tow
System, articulated system, power unit and control unit, supporting shield body include front shield body 3 and tail portion shield body 1, and front shield body 3 is
U-shaped section, excavating device, collection slag-draining device, pushing tow system, power unit and control unit are each provided in front shield body 3, excavate
Device sum aggregate slag-draining device is located at the front of front shield body 3, and collection slag-draining device is located at the lower part of excavating device, power unit and control
Unit processed is located at the rear portion of excavating device, and power unit is located at the lower part of control unit, after pushing tow system is located at front shield body 3
Portion, front shield body 3 are connect by articulated system with tail portion shield body 1, scuta of the tail portion shield body 1 including two sides, two sides scuta it
Between be equipped with horizontal support, opening is formed between the horizontal support of front and back, power unit is that excavating device, pushing tow system and articulated system mention
For power.
The excavating device includes excavation mechinery arm 5, and excavation mechinery arm 5 is located in the support inside front shield body 3.
The collection slag-draining device includes belt feeder 6, bracket 14, helical blade 15, drag conveyor 16 and driving device
17, bracket 14 is located at the bottom of front shield body 3, and helical blade 15 is located at the both ends of bracket 14, and the middle part of bracket 14 and scraper plate are defeated
16 feed end of machine is sent to cooperate, 16 discharge end of drag conveyor and 6 feed end of belt feeder cooperate, and 6 discharge end of belt feeder is located at supporting
The top of shield body side earth's surface, driving device 17 are located at the discharge end of drag conveyor 16 and drive drag conveyor 16.
The pushing tow system includes pipe bending cylinder 2, and the piston end of pipe bending cylinder 2 is equipped with support boots.
The pipe bending cylinder 2 divides for positioned at the four of 3 section upper left quarter of front shield body, lower left quarter, upper right quarter and right lower quadrant
Group.
The articulated system includes hinged oil cylinder 7, and 7 one end of hinged oil cylinder is flexibly connected with tail portion shield body 1, hinged oil cylinder
7 other ends are flexibly connected with front shield body 3.
The power unit includes pumping plant 12, and control unit includes control room, and pumping plant 12 and control room are each provided at front
In the horizontal support of shield body 3.
The utility model includes supporting shield body, excavating device, collection slag-draining device, pushing tow system, articulated system, power unit
And control unit.As shown in Figure 1-3, wherein supporting shield body includes tail portion shield body and front shield body, the cross section of front shield body is in U
Shape, tail portion shield body include the scuta of two sides, fix horizontal support between the scuta of two sides, horizontal support be located at the top of tail portion shield body and before
After be arranged, intermediate openings are formed between the horizontal support of front and back, prefabricated components can be hung in from opening, be connected with the component being laid with
It connects.Front shield body and tail portion shield body are hinged by hinged oil cylinder.Excavating device is excavation mechinery arm, before excavation mechinery arm is mounted on
It in support inside portion's shield body, is driven by oil cylinder, the swing up and down with left and right can be carried out, so that bucket covering in front be made all to open
Digging face.The lower part of front shield body is provided with collection slag-draining device close to excavation face bottom, collection slag-draining device include belt feeder, bracket,
Helical blade, drag conveyor and driving device are belt feeders below drag conveyor slag-drip opening, feed inlet, belt feeder is
High inclination-angle type, belt feeder discharge port are located at the side of earth's surface supporting shield body.Pumping plant and behaviour are installed in the horizontal support of front shield body
Room is controlled, pumping plant provides power for each executing agency, and control room detects each running parameter, and controls each executing agency and work.
The working principle of the utility model.
1, excavation and deslagging: the excavation of excavation face undisturbed soil 8 is completed by excavating machinery arm 5, and excavation face front forms nature
Slope, excavation face front side portion form arc transition with front natural discharging slope face under the supporting of shield body, and the side soil body is by shield body shape
At supporting.Front excavates dregs and drops down onto bottom, and under the helical blade driving of collection slag-draining device, dregs is collected to middle part by two sides
Drag conveyor, then by the feed inlet of drag conveyor Lifting Convey to belt feeder, then shield body side is delivered to by belt feeder
Above portion.
2, equipment promotes: the pipe bending cylinder installed in shield body provides power, the setting support of pipe bending cylinder front for shield body advance
Boots, support boots are withstood on assembled corridor body 9, and the tube coupling that assembly is completed, which is that shield body is forward, provides counter-force support.Wherein pipe bending cylinder is for the first time
It promotes and provides counter-force support by 11 by after originating.
3, setting cushion: one ring of every completion promotes, and bed course 13 is laid on the undisturbed soil of bottom, and being laid with can survey again simultaneously
Amount and adjusting elevation.According to actual survey and planning, in the preferable region of bottom bearing capacity, setting cushion link can be cancelled.
4, tube coupling lifts: the prefabricated joint of monolithic hangs in shield body by the opening on tail shield top, the auxiliary tune in shield body side
It under the adjustment of engagement positions, is pressed on assembled corridor body 9 by pipe bending cylinder, it is then subjected to drawing of rising with assembled corridor body of completing,
Complete tube coupling lifting.
5, backfill: every laying for completing a section tube coupling goes back to the gap between tube coupling and tail shield while promoting
It fills out, and coating backfill is carried out to corridor body top using backfill 10.
6, pose adjustment: front shield body and being arranged floating hinge joint between the shield body of tail portion, is attached by hinged oil cylinder, controls
The extension elongation of different location hinged oil cylinder processed can make to roll over angle in appearance between front shield body and tail portion shield body, be conducive to
The adjustment of shield body posture, pipe bending cylinder are grouped control up and down, control the thrust and path increment of different parts, can control shield
The preceding line direction of body.
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 (7)
1. a kind of U-shaped shield machine, including supporting shield body, it is characterised in that: further include excavating device, collection slag-draining device, pushing tow system
System, articulated system, power unit and control unit, supporting shield body include front shield body (3) and tail portion shield body (1), front shield body
It (3) is U-shaped section, excavating device, collection slag-draining device, pushing tow system, power unit and control unit are each provided at front shield body (3)
On, excavating device sum aggregate slag-draining device is located at the front of front shield body (3), and collection slag-draining device is located at the lower part of excavating device, moves
Power unit and control unit are located at the rear portion of excavating device, and power unit is located at the lower part of control unit, before pushing tow system is located at
The rear portion of portion's shield body (3), front shield body (3) are connect by articulated system with tail portion shield body (1), and tail portion shield body (1) includes two sides
Scuta, horizontal support is equipped between the scuta of two sides, forms opening between the horizontal support of front and back, power unit be excavating device,
Pushing tow system and articulated system provide power.
2. U-shaped shield machine according to claim 1, it is characterised in that: the excavating device includes excavation mechinery arm
(5), excavation mechinery arm (5) is located in the internal support of front shield body (3).
3. U-shaped shield machine according to claim 1, it is characterised in that: the collection slag-draining device include belt feeder (6),
Bracket (14), helical blade (15), drag conveyor (16) and driving device (17), bracket (14) are located at front shield body (3)
Bottom, helical blade (15) are located at the both ends of bracket (14), and the middle part of bracket (14) and drag conveyor (16) feed end cooperate,
Drag conveyor (16) discharge end and belt feeder (6) feed end cooperate, and belt feeder (6) discharge end is located at supporting shield body side earth's surface
Top, driving device (17) is located at the discharge end of drag conveyor (16) and drives drag conveyor (16).
4. U-shaped shield machine according to claim 1, it is characterised in that: the pushing tow system includes pipe bending cylinder (2),
The piston end of pipe bending cylinder (2) is equipped with support boots.
5. U-shaped shield machine according to claim 4, it is characterised in that: the pipe bending cylinder (2) is divided into positioned at front shield
Body (3) section upper left quarter, lower left quarter, four groups of upper right quarter and right lower quadrant.
6. U-shaped shield machine according to claim 1, it is characterised in that: the articulated system includes hinged oil cylinder (7),
Hinged oil cylinder (7) one end is flexibly connected with tail portion shield body (1), and hinged oil cylinder (7) other end is flexibly connected with front shield body (3).
7. U-shaped shield machine according to claim 1, it is characterised in that: the power unit includes pumping plant (12), control
Unit includes control room, and pumping plant (12) and control room are each provided in the horizontal support of front shield body (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821001576.XU CN208441839U (en) | 2018-06-27 | 2018-06-27 | A kind of U-shaped shield machine |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821001576.XU CN208441839U (en) | 2018-06-27 | 2018-06-27 | A kind of U-shaped shield machine |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208441839U true CN208441839U (en) | 2019-01-29 |
Family
ID=65087030
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821001576.XU Active CN208441839U (en) | 2018-06-27 | 2018-06-27 | A kind of U-shaped shield machine |
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| Country | Link |
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| CN (1) | CN208441839U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109854262A (en) * | 2019-02-02 | 2019-06-07 | 秦皇岛天业通联重工科技有限公司 | A kind of control method and system of shield machine |
| CN113217011A (en) * | 2021-05-31 | 2021-08-06 | 中铁工程装备集团有限公司 | Slag discharging device of tunnel boring machine and tunnel boring machine |
| CN115095332A (en) * | 2022-04-19 | 2022-09-23 | 中铁工程装备集团有限公司 | Post-grouting system and method for pipe joint wall of U-shaped shield machine |
| CN115217479A (en) * | 2022-04-19 | 2022-10-21 | 中铁工程装备集团有限公司 | Variable-diameter paving integrated U-shaped shield machine and construction method thereof |
| JP2025009189A (en) * | 2023-07-07 | 2025-01-20 | 植村技研工業株式会社 | Surveying system for open shield construction |
-
2018
- 2018-06-27 CN CN201821001576.XU patent/CN208441839U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109854262A (en) * | 2019-02-02 | 2019-06-07 | 秦皇岛天业通联重工科技有限公司 | A kind of control method and system of shield machine |
| CN109854262B (en) * | 2019-02-02 | 2021-06-22 | 秦皇岛天业通联重工科技有限公司 | Control method and system of shield machine |
| CN113217011A (en) * | 2021-05-31 | 2021-08-06 | 中铁工程装备集团有限公司 | Slag discharging device of tunnel boring machine and tunnel boring machine |
| CN115095332A (en) * | 2022-04-19 | 2022-09-23 | 中铁工程装备集团有限公司 | Post-grouting system and method for pipe joint wall of U-shaped shield machine |
| CN115217479A (en) * | 2022-04-19 | 2022-10-21 | 中铁工程装备集团有限公司 | Variable-diameter paving integrated U-shaped shield machine and construction method thereof |
| JP2025009189A (en) * | 2023-07-07 | 2025-01-20 | 植村技研工業株式会社 | Surveying system for open shield construction |
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