CN209129624U - A kind of high pre-buried maintenance grouting device of hydraulic pressure tunnel sluicing voltage-dropping type - Google Patents
A kind of high pre-buried maintenance grouting device of hydraulic pressure tunnel sluicing voltage-dropping type Download PDFInfo
- Publication number
- CN209129624U CN209129624U CN201821147317.8U CN201821147317U CN209129624U CN 209129624 U CN209129624 U CN 209129624U CN 201821147317 U CN201821147317 U CN 201821147317U CN 209129624 U CN209129624 U CN 209129624U
- Authority
- CN
- China
- Prior art keywords
- tunnel
- connecting tube
- hydraulic pressure
- voltage
- maintenance
- Prior art date
- 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.)
- Active
Links
Abstract
The utility model discloses a kind of high pre-buried maintenance grouting devices of hydraulic pressure tunnel sluicing voltage-dropping type, including connecting tube, the connecting tube is arranged in tunnel main body, the profile of connecting tube and tunnel main body is adapted, it is connected on the outside of the connecting tube with outside shower, the connecting tube lower end is connected to connection valve, and the outside shower, connecting tube, connection valve form drainage channel from outer to inner, and the connection valve, connecting tube, outside shower from-inner-to-outer form slip casting channel.The utility model is suitable for the high hydraulic pressure tunnel of region of FuShui, wraps anti-water tunnel entirely.Compared to the measure of existing conventional drainage tunnel, underground water loss can be reduced, is reduced to tunnel perimeter water environmental impact；Anti- water tunnel measure is wrapped entirely compared to existing routine, Auto-drainage, reduction tunnel-liner can be added behind water ballast(ing) when tunnel-liner behind hydraulic pressure is excessive, be guaranteed structure safety.And maintenance slip casting can be carried out by the device, facilitate later period maintenance when tunnel generation percolating water or lining cutting come to nothing phenomenon behind.
Description
Technical field
The utility model belongs to tunnel water handling technical equipment field, and in particular to a kind of high hydraulic pressure tunnel sluicing voltage-dropping type
Pre-buried maintenance grouting device.
Background technique
With the fast development of communication, China builds more underwater and region of FuShui tunnels in recent years, such at present
Tunnel mostly uses the draining of lining cutting behind blind pipe or full packet waterproof measure.Outlet tunnel can have an impact tunnel perimeter water environment,
Full packet waterproof measure can then bring larger additional water ballast(ing) to tunnel, need to reinforce tunnel structure, increase construction investment；And tunnel one
Percolating water phenomenon occurs for denier, and control measures are relatively limited, and cost is higher.
Summary of the invention
The utility model proposes in order to solve the problems existing in the prior art, and the purpose is to provide a kind of high hydraulic pressure tunnel to let out
The pre-buried maintenance grouting device of water voltage-dropping type.
The technical solution of the utility model is: a kind of high pre-buried maintenance grouting device of hydraulic pressure tunnel sluicing voltage-dropping type, including
Connecting tube, the connecting tube are arranged in tunnel main body, and the profile of connecting tube and tunnel main body is adapted, on the outside of the connecting tube
It is connected to outside shower, the connecting tube lower end is connected to connection valve, and the outside shower, connecting tube, connection valve are from outer to inner
Drainage channel is formed, the connection valve, connecting tube, outside shower from-inner-to-outer form slip casting channel.
The connecting tube is laid along the circumferential direction of tunnel main body.
The outside shower is located at Tunnel in tunnel main body, and behind, the outside shower is along branch appearance at the beginning of tunnel
Face ring is to arranged for interval.
The connecting tube is located in tunnel main body between Tunnel, secondary lining.
The connection valve is located at the inside of secondary lining in tunnel main body, and connection valve is located above lateral sulcus cover board.
On lateral sulcus, the lateral sulcus is connected to by drainpipe with center gutter the lateral sulcus cover board buckle closure.
The end of the outside shower uniformly forms multiple shower holes catchmented.
The through-hole of multiple groutings is uniformly formed at the tube wall of the connecting tube.
The utility model is suitable for the high hydraulic pressure tunnel of region of FuShui, wraps anti-water tunnel entirely.Compared to existing conventional drainage tunnel
Measure can reduce underground water loss, reduce to tunnel perimeter water environmental impact；Anti- water tunnel measure is wrapped entirely compared to existing routine,
Auto-drainage, reduction tunnel-liner water ballast(ing) can be added behind when tunnel-liner behind hydraulic pressure is excessive, guarantee structure safety.And
Maintenance slip casting can be carried out by the device, facilitate later period maintenance when tunnel generation percolating water or lining cutting come to nothing phenomenon behind.This
Utility model can significantly improve design efficiency and quality of achievement, have good application value.
Detailed description of the invention
Fig. 1 is the front elevational view of the utility model；
Fig. 2 is the main view of outside shower in the utility model；
Fig. 3 is the partial schematic diagram of pre-buried connecting tube in the utility model；
Wherein:
1 outside shower, 2 connecting tube
3 connection valve, 4 tunnel main body
5 lateral sulcus cover board, 6 center gutter
7 drainpipe, 8 shower hole
9 through-holes.
Specific embodiment
Hereinafter, the utility model is described in detail referring to drawings and examples:
As shown in Figures 1 to 3, a kind of high pre-buried maintenance grouting device of hydraulic pressure tunnel sluicing voltage-dropping type, including connecting tube 2, institute
It states connecting tube 2 to be arranged in tunnel main body 4, the profile of connecting tube 2 and tunnel main body 4 is adapted, on the outside of the connecting tube 2 and outer
Side shower 1 is connected to, and 2 lower end of connecting tube is connected to connection valve 3, the outside shower 1, connecting tube 2, connection valve 3 from outside and
Interior formation drainage channel, the connection valve 3, connecting tube 2,1 from-inner-to-outer of outside shower form slip casting channel.
The drainage channel can carry out sluicing decompression to lining cutting back when lining cutting behind hydraulic pressure reaches threshold value.
The slip casting channel can carry out the maintenance slip casting in later period to lining cutting, thoroughly solve that current lining cutting is difficult in maintenance to ask
Topic.
The connecting tube 2 is laid along the circumferential direction of tunnel main body 4.
The laying spacing of adjacent connecting tube 2 is determined according to the actual survey situation of region of FuShui.
The outside shower 1 is located at Tunnel in tunnel main body 4, and behind, the outside shower 1 is just propped up along tunnel
The circumferentially spaced-apart arrangement in outer surface.
The outside shower 1, connecting tube 2 are attached by reducing tee.
The connecting tube 2 is located in tunnel main body 4 between Tunnel, secondary lining.
The connection valve 3 is located at the inside of secondary lining in tunnel main body 4, and connection valve 3 is located at 5 top of lateral sulcus cover board.
The connection valve 3 is arranged at the above 0.5m~1.5m in 5 upper surface of lateral sulcus cover board, and the connection valve 3 is unsuitable excessively high
And maintenance grouting operation space is reserved again, it is preferably provided at 1.0m.
On lateral sulcus, the lateral sulcus is connected to by drainpipe 7 with center gutter 65 buckle closure of lateral sulcus cover board.
The end of the outside shower 1 uniformly forms multiple shower holes 8 catchmented.
Circumferential spacing between two neighboring outside shower 1 is related with the practical water yield in tunnel, and the outside shower 1 it
Between circumferential spacing be generally no greater than 6m.
The through-hole 9 of multiple groutings is uniformly formed at the tube wall of the connecting tube 2.
The choice of diameter of the connecting tube 2 is related with Tunnel Seepage, and caliber is typically no less than 100mm, the connection
Through-hole 9 in pipe 2 is used as gully-hole in drainage procedure, and the through-hole 9 is during slip casting as injected hole.
The course of work of the utility model is as follows:
Drainage procedure
When in lining cutting behind, hydraulic pressure reaches threshold value, the through-hole 9 in the shower hole 8, connecting tube 2 in outside shower 1 is as collection
Water hole uses, and when pressure reaches certain value, connection valve 3 is opened, and carries out the decompression operation that sluices, and the water in connecting tube 2 is flowed into
In lateral sulcus, and it is flowed into center gutter 6 by drainpipe 7.
Slip casting process
It is connected to connection valve 3 with grouting equipment, the through-hole 9 in the connecting tube 2 is used as injected hole, and grouting equipment is logical
Through-hole 9 in hole connection valve 3, connecting tube 2 carries out slip casting maintenance to lining cutting.
The utility model is suitable for the high hydraulic pressure tunnel of region of FuShui, wraps anti-water tunnel entirely.Compared to existing conventional drainage tunnel
Measure can reduce underground water loss, reduce to tunnel perimeter water environmental impact；Anti- water tunnel measure is wrapped entirely compared to existing routine,
Auto-drainage, reduction tunnel-liner water ballast(ing) can be added behind when tunnel-liner behind hydraulic pressure is excessive, guarantee structure safety.And
Maintenance slip casting can be carried out by the device, facilitate later period maintenance when tunnel generation percolating water or lining cutting come to nothing phenomenon behind.This
Utility model can significantly improve design efficiency and quality of achievement, have good application value.
Claims (8)
1. a kind of high pre-buried maintenance grouting device of hydraulic pressure tunnel sluicing voltage-dropping type, including connecting tube (2), it is characterised in that: described
Connecting tube (2) setting is in tunnel main body (4), and the profile of connecting tube (2) and tunnel main body (4) is adapted, the connecting tube (2)
Outside is connected to outside shower (1), and connecting tube (2) lower end is connected to connection valve (3), the outside shower (1), connecting tube
(2), connection valve (3) forms drainage channel, the connection valve (3), connecting tube (2), outside shower (1) from-inner-to-outer from outer to inner
Form slip casting channel.
2. a kind of high pre-buried maintenance grouting device of hydraulic pressure tunnel sluicing voltage-dropping type according to claim 1, it is characterised in that:
The connecting tube (2) is laid along the circumferential direction of tunnel main body (4).
3. a kind of high pre-buried maintenance grouting device of hydraulic pressure tunnel sluicing voltage-dropping type according to claim 1, it is characterised in that:
The outside shower (1) is located at Tunnel in tunnel main body (4), and behind, the outside shower (1) is just propped up outer along tunnel
Surface circumferential direction arranged for interval.
4. a kind of high pre-buried maintenance grouting device of hydraulic pressure tunnel sluicing voltage-dropping type according to claim 1, it is characterised in that:
The connecting tube (2) is located in tunnel main body (4) between Tunnel, secondary lining.
5. a kind of high pre-buried maintenance grouting device of hydraulic pressure tunnel sluicing voltage-dropping type according to claim 1, it is characterised in that:
The connection valve (3) is located at the inside of secondary lining in tunnel main body (4), and connection valve (3) is located above lateral sulcus cover board (5).
6. a kind of high pre-buried maintenance grouting device of hydraulic pressure tunnel sluicing voltage-dropping type according to claim 5, it is characterised in that:
On lateral sulcus, the lateral sulcus is connected to by drainpipe (7) with center gutter (6) lateral sulcus cover board (5) buckle closure.
7. a kind of high pre-buried maintenance grouting device of hydraulic pressure tunnel sluicing voltage-dropping type according to claim 1, it is characterised in that:
The end of the outside shower (1) uniformly forms multiple shower holes (8) catchmented.
8. a kind of high pre-buried maintenance grouting device of hydraulic pressure tunnel sluicing voltage-dropping type according to claim 1, it is characterised in that:
The through-hole (9) of multiple groutings is uniformly formed at the tube wall of the connecting tube (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821147317.8U CN209129624U (en) | 2018-07-19 | 2018-07-19 | A kind of high pre-buried maintenance grouting device of hydraulic pressure tunnel sluicing voltage-dropping type |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821147317.8U CN209129624U (en) | 2018-07-19 | 2018-07-19 | A kind of high pre-buried maintenance grouting device of hydraulic pressure tunnel sluicing voltage-dropping type |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209129624U true CN209129624U (en) | 2019-07-19 |
Family
ID=67228249
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821147317.8U Active CN209129624U (en) | 2018-07-19 | 2018-07-19 | A kind of high pre-buried maintenance grouting device of hydraulic pressure tunnel sluicing voltage-dropping type |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209129624U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108661674A (en) * | 2018-07-19 | 2018-10-16 | 中国铁路设计集团有限公司 | A kind of high hydraulic pressure tunnel sluicing voltage-dropping type is pre-buried to safeguard grouting device |
| CN110878700A (en) * | 2019-12-05 | 2020-03-13 | 福建鑫远建工有限公司 | Tunnel waterproof structure and construction method thereof |
| CN113446033A (en) * | 2021-07-30 | 2021-09-28 | 同济大学 | Three-dimensional flow active pressure relief control system for radial short well pipe of high-water-pressure tunnel |
-
2018
- 2018-07-19 CN CN201821147317.8U patent/CN209129624U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108661674A (en) * | 2018-07-19 | 2018-10-16 | 中国铁路设计集团有限公司 | A kind of high hydraulic pressure tunnel sluicing voltage-dropping type is pre-buried to safeguard grouting device |
| CN110878700A (en) * | 2019-12-05 | 2020-03-13 | 福建鑫远建工有限公司 | Tunnel waterproof structure and construction method thereof |
| CN113446033A (en) * | 2021-07-30 | 2021-09-28 | 同济大学 | Three-dimensional flow active pressure relief control system for radial short well pipe of high-water-pressure tunnel |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN209129624U (en) | A kind of high pre-buried maintenance grouting device of hydraulic pressure tunnel sluicing voltage-dropping type | |
| CN104963324B (en) | A kind of diversion tunnel block head exhaust structure and its method for exhausting | |
| CN108661674A (en) | A kind of high hydraulic pressure tunnel sluicing voltage-dropping type is pre-buried to safeguard grouting device | |
| CN207419439U (en) | The buried anti-shear concrete structure drainage system of side slope | |
| CN205012284U (en) | Build dam dam foundation seepage prevention structure on overburden | |
| CN202227357U (en) | Water-reducing tube well structure | |
| CN105780792B (en) | A kind of foundation pit high water head Dewatering by pressure reduction well shut-in well method and structure of shunting in a well | |
| CN216240787U (en) | Device for improving stage deep hole room paste filling roof-contacting rate | |
| CN207537993U (en) | A kind of diversion tunnel concrete plug | |
| CN211498905U (en) | Pressure reduction well with well wall compensation | |
| CN104895117B (en) | The lateral stripping off device of GXJ steel rubber water-proof belt lacing casees and its construction method | |
| CN110284908B (en) | Circumferential grouting plugging method in shield receiving well | |
| CN203755310U (en) | Pile washing nozzle of self-elevating platform pile shoe | |
| CN204023592U (en) | The advanced quick blocking structure of a kind of foundation ditch drainage well | |
| CN208473893U (en) | A kind of tunnel-liner guarded drainage keeping longitudinal blind pipe drainage performance constructs | |
| CN205259200U (en) | Foundation ditch confined aquifer precipitation well plugging device | |
| CN109667586A (en) | A kind of double-layer wall of well grouting system and grouting method | |
| CN205895309U (en) | Prevention of seepage water system for pitshaft driving | |
| CN205557545U (en) | Relief well sealing device with dual stagnant water function | |
| CN210917430U (en) | Underground factory building drainage corridor suitable for TMB construction | |
| CN204551507U (en) | A kind of rock foundation ductule local dewatering device | |
| CN204921033U (en) | A prevent drainage system for tunnel just props up construction stage | |
| CN206581978U (en) | A kind of tunnel water handling integrated system | |
| CN207109745U (en) | Contain high water head plugging structure in a kind of dam foundation water delivery bottom | |
| CN217601368U (en) | Gallery crown arch drainage structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |