CN207647520U - A kind of concrete shunt conduit device of tunnel lining trolley - Google Patents
A kind of concrete shunt conduit device of tunnel lining trolley Download PDFInfo
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- CN207647520U CN207647520U CN201721843050.1U CN201721843050U CN207647520U CN 207647520 U CN207647520 U CN 207647520U CN 201721843050 U CN201721843050 U CN 201721843050U CN 207647520 U CN207647520 U CN 207647520U
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- concrete
- conduit
- shunt
- lining trolley
- valve pipe
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Abstract
A kind of concrete shunt conduit device of tunnel lining trolley, lining trolley frame body lower section side setting high pressure concrete convey storehouse, and concrete is arranged in storehouse in high pressure concrete conveying；Frame top concrete pump is arranged in lining trolley frame body upper center, and head conduit is arranged between high pressure concrete conveying storehouse and frame top concrete pump；Top pressure conveyance conduit is arranged in top in the middle part of the concrete pump of frame top；It is uniformly arranged pipeline shunt in top above top pressure conveyance conduit, the nozzle in top above pipeline shunt is respectively set moving valve pipe and connects, and moving valve pipe connects the working window setting at corresponding top respectively；The concrete shunt conduit device of the utility model can be largely reduced the use of the staff of working at height, be accelerated construction progress by high pressure concrete conveying storehouse, the pressure delivering concrete of frame top concrete pump, the quality of height construction.
Description
Technical field
The utility model is related to the shunt conduit of tunnel lining trolley concrete shunt conduit device, especially a kind of tunnel
The concrete shunt conduit device of lining trolley.
Background technology
Currently, the trolley both sides of lining construction are equipped with concrete diversion channel and pipeline, the outer side mold of lining trolley
Have, pour working window, in work progress, concrete is built by diversion channel and pipeline to carrying out concrete on the outside of working window
Pour, concrete is built pour after the completion of, concrete build pours needs by manually high-altitude carry out coordinative construction, due to concrete diversion channel
Big with the range of pipeline, the tool and component of construction are mixed and disorderly, the security needs guarantee of the upper lower frame of high-altitude construction personnel, and construction is difficult
The slow of the difficulty and duration for causing construction greatly is spent, causes construction period length, concrete to build and pours quality decline, operating expenses
Height, in view of the foregoing, it is proposed that a kind of concrete shunt conduit device of tunnel lining trolley.
Utility model content
The purpose of this utility model is to overcome the trolley both sides of lining construction be equipped with concrete diversion channel and
Pipeline, the outside mould of lining trolley pour working window, and in work progress, concrete is by diversion channel and pipeline to work
Make side outside window and carry out concrete to build and pours, concrete is built pour after the completion of, concrete, which is built, pours needs by manually being coordinated in high-altitude
Construction, since the range of concrete diversion channel and pipeline is big, the tool and component of construction are mixed and disorderly, the upper lower frame of high-altitude construction personnel
Security needs guarantee, difficulty of construction is big, cause construction difficulty and the duration it is slow, cause that the construction period is long, concrete
It builds and pours quality decline, operating expenses is high, by reasonably designing, provides a kind of concrete shunt conduit dress of tunnel lining trolley
It sets, the concrete shunt conduit device of the utility model conveys the pressure delivering concrete in storehouse by high pressure concrete, by frame top
Concrete pump is by repressurization convection duct delivering concrete, successively casting concrete from lower to upper, to wherein building soil
When, other flow tube road junctions are closed, and can largely reduce the use of the staff of working at height, quickening construct into
Degree, the quality of height construction.
The utility model to achieve the goals above, adopts the following technical scheme that：A kind of concrete of tunnel lining trolley
Shunt conduit device, be by：Lining trolley frame body, frame top concrete pump, high pressure concrete conveying storehouse, template, pressure are defeated
Pipeline, working window, middle part hopper, top shunt conduit, lower part shunt conduit, moving valve pipe is sent to connect, top duct shunts, in top
Pipeline shunt, transverse pressure conveyance conduit, transverse pressure nozzle, top pressure conveyance conduit are constituted；On the outside of lining trolley frame body
Template is set, lead screw is uniformly arranged between lining trolley frame body and template, top, top, middle part, lower part, the bottom of template are handed over
Working window is uniformly respectively set in mistake；Side setting high pressure concrete conveys storehouse, high pressure concrete conveying below lining trolley frame body
Concrete is set in storehouse；Frame top concrete pump is arranged in lining trolley frame body upper center, and high pressure concrete conveys storehouse and frame
Head conduit is set between the concrete pump of top；
Top pressure conveyance conduit is arranged in top in the middle part of the concrete pump of frame top, and top pressure conveyance conduit is mixed with frame top
Pressure output pipeline is set between top in the middle part of solidifying soil delivery pump；Pipeline point in top is uniformly arranged above top pressure conveyance conduit
It flows, the nozzle in top above pipeline shunt is respectively set moving valve pipe and connects, and the working window that moving valve pipe connects corresponding top respectively is set
It sets；
Two transverse pressure conveyance conduits, frame top concrete pump is respectively set in both sides below the concrete pump of frame top
Transverse pressure nozzle is reserved in lower section both sides respectively, and pressure is respectively set between transverse pressure nozzle and two transverse pressure conveyance conduits
Valve is arranged in power output channel, transverse pressure nozzle；It is uniformly arranged and is inclined outwardly respectively above two transverse pressure conveyance conduits
The top duct of 45° angle shunts, and top duct shunting corresponds to the working window setting on top respectively；The nozzle point of top duct shunting
Not She Zhi moving valve pipe connect；
Top shunt conduit is symmetrically respectively set in two transverse pressure conveyance conduit both sides of frame top concrete pump, on
The nozzle of portion's shunt conduit is respectively set moving valve pipe and connects, and the nozzle of top shunt conduit is respectively arranged below middle part hopper；
Lower part shunt conduit is set below the hopper of middle part, and lower part shunt conduit, lower part isocon is arranged in outside in the middle part of the shunt conduit of lower part
Road junction setting moving valve pipe connects, and moving valve pipe connects the working window setting for corresponding to lower part respectively；Lower part shunt conduit lower end outside is set
Bottom set portion shunt conduit, bottom tapping pipeline opening setting moving valve pipe connect, and moving valve pipe connects to be corresponded to the working window of bottom and set respectively
It sets.
Operation principle：On the outside of template when casting concrete, pipeline shunt in top, top duct shunts the moving valve pipe of nozzle
Connect closing, middle part, lower part moving valve pipe connect and close respectively, the moving valve pipe of top shunt conduit receives, lower part isocon
The moving valve pipe of the bottom tapping pipeline opening of road lower end, which connects, to be separately turned on, and high pressure concrete conveying storehouse conveys coagulation by pressure
Soil, concrete enter frame top concrete pump by head conduit, and frame top concrete pump passes through repressurization.
Concrete repressurization sequentially enters top shunt conduit by entering transverse pressure conveyance conduit, moving valve pipe connects,
After middle part hopper, lower part shunt conduit, moving valve pipe connect, by the working window of bottom to template exterior bottom casting concrete.
After the completion of template exterior bottom casting concrete, the moving valve of the bottom tapping pipeline opening of lower part shunt conduit lower end
Pipe connect pack up respectively, valve is closed, the working window of bottom is closed；
After the working window of bottom is closed, the moving valve pipe in the middle part of the shunt conduit of lower part, which connects, to be separately turned on, by the above concrete
Casting method, the lower part on the outside of concrete-pouring template, after the completion of the concreting of template outer lower portion, lower part shunt conduit
The moving valve pipe at middle part connect pack up, close respectively, the working window of lower part close.
After the working window of lower part is closed, the moving valve pipe of the nozzle of top shunt conduit, which connects, to be separately turned on, by the above coagulation
Native casting method, the middle part on the outside of concrete-pouring template, after the completion of the concreting of the outer middle side part of template, middle part isocon
The moving valve pipe of the nozzle in road connect pack up, close respectively, the working window at middle part close.
After the working window on top is closed, the moving valve pipe of the nozzle of top duct shunting, which connects, to be separately turned on, by the above coagulation
Native casting method, the top on the outside of concrete-pouring template, after the completion of the concreting of template outer upper, top duct point
The moving valve pipe of head piece connect pack up, close respectively, the working window on top close.
After the working window on top is closed, the valve of transverse pressure nozzle is closed, the moving valve pipe of pipeline isocon mouth in top
It connects and is separately turned on, by the above concreting method, the top on the outside of concrete-pouring template, the concrete of template outside top
After the completion of pouring, in the top at top the moving valve pipe of pipeline diffluence pass connect pack up, close respectively, the working window at top close；Top
After the working window in portion is closed, the concreting of the whole donor on the outside of template is completed, and concrete shunt conduit device is carried out
Cleaning.
Advantageous effect：The pressure that the concrete shunt conduit device of the utility model conveys storehouse by high pressure concrete conveys
Concrete successively pours coagulation from lower to upper by frame top concrete pump by repressurization convection duct delivering concrete
Soil, when to wherein building soil, other flow tube road junctions are closed, and can largely reduce making for the staff of working at height
With, accelerate construction progress, height construction quality.
Description of the drawings
The utility model is described in further detail below in conjunction with the accompanying drawings：
Fig. 1 is general assembly structural schematic diagram；
Fig. 2 is the shunt conduit structural schematic diagram of Fig. 1；
Fig. 3 is the side structure schematic view of Fig. 1；
Fig. 4 is the shunt conduit side structure schematic view of Fig. 2；
In Fig. 1,2,3,4：Lining trolley frame body 1, frame top concrete pump 2, high pressure concrete conveying storehouse 3, template 4,
Head conduit 5, working window 6, middle part hopper 7, top shunt conduit 8, lower part shunt conduit 9, moving valve pipe connect 10, top
Pipeline shunt 12, transverse pressure conveyance conduit 13, transverse pressure nozzle 14, top pressure conveyance conduit in pipeline shunt 11, top
15。
Specific implementation mode
The utility model is described in further detail with specific implementation mode below in conjunction with the accompanying drawings：
Template 4 is arranged in 1 outside of lining trolley frame body, and lead screw, template 4 are uniformly arranged between lining trolley frame body 1 and template 4
Top, top, middle part, lower part, bottom be uniform staggered with and working window 6 be respectively set；The setting of 1 lower section side of lining trolley frame body is high
Press concrete conveyance storehouse 3, high pressure concrete conveying that concrete is set in storehouse 3；It is mixed that frame top is arranged in 1 upper center of lining trolley frame body
Solidifying soil delivery pump 2, high pressure concrete, which conveys, is arranged head conduit 5 between storehouse 3 and frame top concrete pump 2；
The middle part of frame top concrete pump 2 top setting top pressure conveyance conduit 15, top pressure conveyance conduit 15 with
Pressure output pipeline is arranged between 2 middle part top in frame top concrete pump；15 top of top pressure conveyance conduit is uniformly arranged
Pipeline shunt 12 in top, the nozzle of 12 top of pipeline shunt is respectively set moving valve pipe and connects in top, and moving valve pipe connects to be corresponded to respectively
The working window 6 at top is arranged；
Two transverse pressure conveyance conduits 13 are respectively set in concrete pump 2 lower section both sides in frame top, and frame top concrete is defeated
Send 2 lower section both sides of pump to reserve transverse pressure nozzle 14 respectively, transverse pressure nozzle 14 and two transverse pressure conveyance conduits 13 it
Between be respectively set pressure output pipeline, valve is arranged in transverse pressure nozzle 14；Two 13 tops of transverse pressure conveyance conduit are respectively
It is uniformly arranged the top duct shunting 11 for being inclined outwardly 45° angle, the working window 6 that top duct shunting 11 corresponds to top respectively is set
It sets；The nozzle of top duct shunting 11 is respectively set moving valve pipe and connects；
Top shunt conduit is symmetrically respectively set in two 13 both sides of transverse pressure conveyance conduit of frame top concrete pump 2
8, the nozzle of top shunt conduit 8 is respectively set moving valve pipe and connects 10, in being respectively arranged below of the nozzle of top shunt conduit 8
Portion's hopper 7；Lower part shunt conduit 9 is arranged in hopper 7 lower section in middle part, and lower part shunt conduit is arranged in shunt conduit 9 middle part outside in lower part,
Lower part isocon road junction setting moving valve pipe connects 10, and moving valve pipe connects the working window 6 that 10 correspond to lower part respectively and is arranged；Lower part shunts
Bottom tapping pipeline is arranged in 9 lower end outside of pipeline, and bottom tapping pipeline opening setting moving valve pipe connects 10, and moving valve pipe connects 10 difference
The working window 6 of corresponding bottom is arranged.
Claims (5)
1. a kind of concrete shunt conduit device of tunnel lining trolley, be by：Lining trolley frame body (1), frame top concrete are defeated
Send pump (2), high pressure concrete conveying storehouse (3), template (4), head conduit (5), working window (6), middle part hopper (7), on
Portion's shunt conduit (8), lower part shunt conduit (9), moving valve pipe connect pipeline shunt in (10), top duct shunting (11), top
(12), transverse pressure conveyance conduit (13), transverse pressure nozzle (14), top pressure conveyance conduit (15) are constituted；Its feature exists
In：Setting template (4), lead screw, mould are uniformly arranged between lining trolley frame body (1) and template (4) on the outside of lining trolley frame body (1)
Top, top, middle part, lower part, the bottom of plate (4), which are uniform staggered with, is respectively set working window (6)；Below lining trolley frame body (1)
Side is arranged high pressure concrete and conveys storehouse (3), and high pressure concrete, which conveys, is arranged concrete in storehouse (3)；On lining trolley frame body (1)
Side's middle part setting frame top concrete pump (2) is set between high pressure concrete conveying storehouse (3) and frame top concrete pump (2)
Set head conduit (5).
2. a kind of concrete shunt conduit device of tunnel lining trolley according to claim 1, it is characterised in that：Frame top
Top setting top pressure conveyance conduit (15) in the middle part of concrete pump (2), top pressure conveyance conduit (15) are mixed with frame top
Pressure output pipeline is set between top in the middle part of solidifying soil delivery pump (2)；It is uniformly arranged top above top pressure conveyance conduit (15)
Middle pipeline shunt (12), the nozzle in top above pipeline shunt (12) are respectively set moving valve pipe and connect, and moving valve pipe connects right respectively
Answer working window (6) setting at top.
3. a kind of concrete shunt conduit device of tunnel lining trolley according to claim 1, it is characterised in that：Frame top
Both sides are respectively set two transverse pressure conveyance conduits (13) below concrete pump (2), under frame top concrete pump (2)
Transverse pressure nozzle (14) is reserved in square both sides respectively, between transverse pressure nozzle (14) and two transverse pressure conveyance conduits (13)
Pressure output pipeline is respectively set, valve is arranged in transverse pressure nozzle (14).
4. a kind of concrete shunt conduit device of tunnel lining trolley according to claim 1, it is characterised in that：Two
The top duct shunting (11) for being inclined outwardly 45° angle, top duct are uniformly arranged above transverse pressure conveyance conduit (13) respectively
Shunting (11) corresponds to working window (6) setting on top respectively；The nozzle of top duct shunting (11) is respectively set moving valve pipe and connects.
5. a kind of concrete shunt conduit device of tunnel lining trolley according to claim 1, it is characterised in that：Frame top
Top shunt conduit (8), top is symmetrically respectively set in two transverse pressure conveyance conduit (13) both sides of concrete pump (2)
The nozzle of shunt conduit (8) is respectively set moving valve pipe and connects (10), in being respectively arranged below of the nozzle of top shunt conduit (8)
Portion's hopper (7)；Lower part is arranged in setting lower part shunt conduit (9) below middle part hopper (7), lower part shunt conduit (9) middle part outside
Shunt conduit, lower part isocon road junction setting moving valve pipe connect (10), and moving valve pipe connects the working window that (10) correspond to lower part respectively
(6) it is arranged；Bottom tapping pipeline is arranged in lower part shunt conduit (9) lower end outside, and bottom tapping pipeline opening setting moving valve pipe connects
(10), moving valve pipe connects working window (6) setting that (10) correspond to bottom respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721843050.1U CN207647520U (en) | 2017-12-25 | 2017-12-25 | A kind of concrete shunt conduit device of tunnel lining trolley |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721843050.1U CN207647520U (en) | 2017-12-25 | 2017-12-25 | A kind of concrete shunt conduit device of tunnel lining trolley |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207647520U true CN207647520U (en) | 2018-07-24 |
Family
ID=62879342
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721843050.1U Active CN207647520U (en) | 2017-12-25 | 2017-12-25 | A kind of concrete shunt conduit device of tunnel lining trolley |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207647520U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114109444A (en) * | 2021-11-04 | 2022-03-01 | 广东水电二局股份有限公司 | Concrete conveying equipment and tunnel pouring construction method |
-
2017
- 2017-12-25 CN CN201721843050.1U patent/CN207647520U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114109444A (en) * | 2021-11-04 | 2022-03-01 | 广东水电二局股份有限公司 | Concrete conveying equipment and tunnel pouring construction method |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 471000 No. 16, Longteng North Road, Xiagou Village, Hongshan Township, Xigong District, Luoyang City, Henan Province Patentee after: Luoyang Gaofei Bridges and Tunnels Machinery Co.,Ltd. Address before: 471000 No. 16, Longteng North Road, Xiagou Village, Hongshan Township, Xigong District, Luoyang City, Henan Province Patentee before: LUOYANG GAOFEI BRIDGE AND TUNNEL MACHINERY Co.,Ltd. |