CN207314505U - Deep layer tunnel refuse disposal installation - Google Patents
Deep layer tunnel refuse disposal installation Download PDFInfo
- Publication number
- CN207314505U CN207314505U CN201721151713.3U CN201721151713U CN207314505U CN 207314505 U CN207314505 U CN 207314505U CN 201721151713 U CN201721151713 U CN 201721151713U CN 207314505 U CN207314505 U CN 207314505U
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- CN
- China
- Prior art keywords
- deep layer
- layer tunnel
- rubbish
- cabin
- inclined wire
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- 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.)
- Expired - Fee Related
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Abstract
Deep layer tunnel refuse disposal installation, including deep layer tunnel wall, deep layer tunnel cabin, the inside of deep layer tunnel wall is deep layer tunnel cabin, set in deep layer tunnel cabin and cut dirty inclined wire, cut dirty inclined wire and tilt 30 ° 60 ° to water (flow) direction is met, cut dirty inclined wire to hang on several links of inside circumference setting of deep layer tunnel wall, the lower part for the deep layer tunnel wall for cutting dirty inclined wire front lower place sets refuse hopper；The lower section of refuse hopper sets rubbish circulation duct；Reducing mechanism is set in rubbish circulation duct；Rubbish circulation duct lower part connection rubbish deposition cabin；Rubbish deposition cabin is connected with the high-lift sewage disposal pump of its bottom side；High-lift sewage disposal pump is connected with one end of rubbish riser tubing, and the other end of rubbish riser tubing reaches earth's surface around deep layer tunnel bulkhead and through soil layer.The utility model becomes passive type dredging as initiative defense, and current slow down in refuse hopper, and the multilayer of different pore size, which cuts dirty inclined wire, to efficiently separate dirt, sludge and sewage.
Description
Technical field
It the utility model is related to deep layer tunneling technique, more particularly to a kind of deep layer tunnel refuse disposal installation.
Background technology
Deep layer tunnel of regulating and storing refers to be embedded in Deep underground space（Refer generally to below ground and be more than 20m deep spaces）It is big
Type, super-huge outlet tunnel.Usually waterlogging is easily sent out, is densely populated, underground utilities are complicated, existing drainage system transformation difficulty is higher
Area, deep layer can be set to regulate and store tunnel.Take and source footpath flow control is aided with Large Deep tunnel of regulating and storing, be to implement " sponge
City " construction requirements, embody because of the mitigation of water suiting measures to different conditions, adaptation to local conditions, and drainage waterlogging prevention mark is improved in external built region
Accurate usual way.
Sewage is administered using deep layer Tunnel Engineering and avoids pavement excavation, minimizes the destruction to traffic and environment；Avoid
Produce and conflict with existing subsurface utility or infrastructure；Due to avoiding buildings pile, linear design can be used,
And influenced from existing road network.
Effectively to mitigate the water body environment such as urban waterlogging and the water pollution in Chicago, protection Lake Michigan, Chicago is real
Apply and collaborated moldeed depth layer tunnel system engineering of regulating and storing, built a long 176km, 2.5 ~ 10m of diameter, the tunnel of 45 ~ 106m of buried depth
Road.Mexico, Paris, FRA, London Times etc. also implement interflow and regulate and store moldeed depth layer tunnel system engineering in succession.
The siltation problem in deep layer tunnel is due to silt and suspended solids deposition in pipe-line system than more serious more
Caused.Sediment such as stone, brick, polybag, branch in deep layer tunnel can reduce effluent flow rate in pipeline, and
Grease and floating material are retained, so that the conveying capacity of pipeline is reduced, the siltation in aggravation deep layer tunnel.Siltation in deep layer tunnel
When thing reaches a certain level, the conveying capacity of drainage pipeline can drastically decline, and the speed of sediment siltation is also gradually accelerated, finally
Pipeline is caused to block.Dredging for deep layer tunnel, study accordingly both at home and abroad it is less, it is existing clear for drainage pipeline
The research of silt problem is also only limitted to adopt various measures after there is siltation.Therefore for the siltation of drainage pipeline inside dirt
The solution of problem is particularly important.
Utility model content
The purpose of this utility model is to provide a kind of deep layer tunnel refuse disposal installation, solves prior art mid-deep strata
The problem of tunnel siltation is more serious, at utmost prevents water pollution, ensures maintenance system and dimension efficiently, reliable, safe
Space is repaiied, improves space availability ratio.
To achieve these goals, the technical solution adopted in the utility model is：
Deep layer tunnel refuse disposal installation, including deep layer tunnel wall (1), deep layer tunnel cabin (2), refuse hopper (3), waste flow
Thread a pipe (4), cut dirty inclined wire (5), reducing mechanism (6), rubbish deposition cabin (7), high-lift sewage disposal pump (8), rubbish riser
(9), link (10), the inside of the deep layer tunnel wall (1) is deep layer tunnel cabin (2), is set in deep layer tunnel cabin (2) and cuts dirt
Inclined wire (5), cuts dirty inclined wire (5) and tilts 30 ° -60 ° to water (flow) direction is met, and cuts the inside that dirty inclined wire (5) hangs over deep layer tunnel wall (1)
On several links (10) that surrounding is set, dirty inclined wire is cut（5）The deep layer tunnel wall of front lower place（1）Lower part set refuse hopper
（3）；Refuse hopper（3）Lower section set rubbish circulation duct（4）；Rubbish circulation duct（4）Interior setting reducing mechanism（6）；Rubbish
Circulation duct（4）Lower part connection rubbish deposition cabin（7）；Rubbish deposits cabin（7）With the high-lift sewage disposal pump of its bottom side（8）Phase
Even；High-lift sewage disposal pump（8）With rubbish riser tubing（9）One end connection, rubbish riser tubing（9）The other end around deep layer
Tunnel bulkhead（1）Outer wall and through soil layer reach earth's surface.
Further, the reducing mechanism（6）Including with liquid flow through hole（6-4）Rotor（6-1）, and in whirlpool
Rotation shape is arranged on the rotor（6-1）Some blades of periphery（6-2）, the rotor（6-1）By with rubbish circulation duct（4）
The stent of inner wall connection（6-3）It is fixed.
Further, the deep layer tunnel cabin（2）The interior section dirt that multilayer difference size aperture is installed according to actual conditions
Inclined wire（5）.
Further, the refuse hopper（3）Funnel-form is arranged to, in order to which rubbish preferably deposits.
Further, section dirty inclined wire aperture（5）Tapered into the increase of pipeline depth.
Further, the deep layer tunnel wall (1), refuse hopper (3), rubbish circulation duct (4), rubbish deposition cabin（7）
Select water-proof concrete.
Further, section dirty inclined wire（5）, link（10）Material be arranged to stainless steel material, and smear anti-corrosion
Corrosion coating.
Further, the rubbish riser（9）Material is arranged to carbon steel.
Compared with prior art, the beneficial effects of the utility model are：Become passive type dredging as initiative defense, current exist
Refuse hopper slows down, and the multilayer of different pore size, which cuts dirty inclined wire, to efficiently separate dirt, sludge and sewage；Set in rubbish circulation duct
Reducing mechanism is equipped with, the volume of the rubbish of reduction, prevents rubbish from blocking rubbish riser；Rubbish is dispelled using high-lift sewage disposal pump
Remove, so as to form dirt collection, the anti-siltation system of decontamination, make pipe dredging work quicker, simple, convenient.
Brief description of the drawings
Fig. 1 is the longitudinal cross-section schematic diagram of the utility model deep layer tunnel refuse disposal installation.
Fig. 2 is the A-A profiles of Fig. 1.
Fig. 3 is the B-B profiles of Fig. 1.
Fig. 4 is the reducing mechanism schematic diagram of the utility model deep layer tunnel refuse disposal installation.
In figure：1st, deep layer tunnel wall；2nd, deep layer tunnel cabin；3rd, refuse hopper；4th, rubbish circulation duct；5th, dirty inclined wire is cut；6、
Reducing mechanism；6-1, rotor；6-2, blade；6-3, stent；6-4, liquid flow through hole；7th, rubbish deposition cabin；8th, it is high-lift to remove contamination
Pump；9th, rubbish riser；10th, link.
Embodiment
In order to further illustrate the utility model, the utility model is retouched in detail with reference to the accompanying drawings and embodiments
State, but they cannot be interpreted as to the restriction to scope of protection of the utility model.
Embodiment
As Figure 1-Figure 4, deep layer tunnel refuse disposal installation, mainly includes deep layer tunnel wall (1), deep layer tunnel cabin
(2), refuse hopper (3), rubbish circulation duct (4), cut dirty inclined wire (5), be reducing mechanism (6), rubbish deposition cabin (7), high-lift clear
Dirt pump (8), rubbish riser (9), link (10), set in the deep layer tunnel cabin (2) and cut a dirty inclined wire (5), cut dirty inclined wire (5) to
Meet water (flow) direction（Front）30-60 ° is tilted, several links (10) are set in the surrounding of deep layer tunnel wall (1), cuts dirty inclined wire
(5) hang on link (10)；Cut dirty inclined wire（5）Aperture is tapered into the increase of pipeline depth；Cutting dirty inclined wire（5）It is front lower
The deep layer tunnel wall of side（1）Lower part set refuse hopper（3）；Refuse hopper（3）Funnel-form is arranged to, in order to which rubbish preferably sinks
Product；In refuse hopper（3）Lower section sets rubbish circulation duct（4）；Rubbish circulation duct（4）Interior setting reducing mechanism（6）；Waste flow
Thread a pipe（4）Connect rubbish deposition cabin（7）；Rubbish deposits cabin（7）Connect high-lift sewage disposal pump（8）；Rubbish riser tubing（9）One
End and high-lift sewage disposal pump（8）Connection, the other end is around deep layer tunnel bulkhead（1）Outer wall and through soil layer to earth's surface；Deep layer
Tunnel wall (1), refuse hopper (3), rubbish circulation duct (4), rubbish deposition cabin（7）It is preferential to select water-proof concrete；Cut dirty inclined wire
（5）, link（10）Material is arranged to stainless steel material, and smears anticorrosive property coating；Deep layer tunnel cabin（2）It is interior can be according to reality
Dirty inclined wire is cut in situation installation multilayer difference size aperture（5）；Rubbish riser（9）Material is arranged to carbon steel；Reducing mechanism
（6）Including with liquid flow through hole（6-4）Rotor（6-1）, and in vortex shape it is arranged on the rotor（6-1）On periphery
Some blades（6-2）, rotor（6-1）By with the rubbish circulation duct（4）The stent of inner wall connection（6-3）It is fixed；Sewage
Reducing mechanism is rushed at certain flow velocity（6）, drive rotor（6-1）High-speed rotation, so that with cutting blade（6-2）Rapidly rotation, so that
Rubbish is cut, rubbish is crushed.
Sewage by when, from deep layer tunnel cabin (2) enter, sewage flowing when, by refuse hopper（3）Water velocity subtracts
Small, rubbish is cut dirty inclined wire (5) and is intercepted, and rubbish is deposited to rubbish circulation duct（4）, its internal reducing mechanism（6）By rubbish
Crush, the rubbish after crushing enters rubbish deposition cabin（7）, finally by high-lift sewage disposal pump（8）By rubbish along rubbish riser
Road（9）It is discharged to ground.
The above is only the preferred embodiment of the utility model, it is noted that for the common skill of the art
For art personnel, on the premise of the utility model principle is not departed from, some improvements and modifications can also be made, these improve and
Retouching also should be regarded as the scope of protection of the utility model.
Claims (8)
1. deep layer tunnel refuse disposal installation, it is characterised in that：Including deep layer tunnel wall (1), deep layer tunnel cabin (2), refuse hopper
(3), rubbish circulation duct (4), section dirty inclined wire (5), reducing mechanism (6), rubbish deposition cabin (7), high-lift sewage disposal pump (8), rubbish
Rubbish riser (9), link (10), the inside of the deep layer tunnel wall (1) is deep layer tunnel cabin (2), and deep layer tunnel cabin (2) is interior
Set and cut dirty inclined wire (5), cut dirty inclined wire (5) and tilt 30 ° -60 ° to water (flow) direction is met, cut dirty inclined wire (5) and hang over deep layer tunnel wall
(1) on several links (10) that inside circumference is set, dirty inclined wire is cut（5）The deep layer tunnel wall of front lower place（1）Lower part set
Put refuse hopper（3）；Refuse hopper（3）Lower section set rubbish circulation duct（4）；Rubbish circulation duct（4）Interior setting reducing mechanism
（6）；Rubbish circulation duct（4）Lower part connection rubbish deposition cabin（7）；Rubbish deposits cabin（7）It is high-lift clear with its bottom side
Dirt pump（8）It is connected；High-lift sewage disposal pump（8）With rubbish riser（9）One end connection, rubbish riser（9）The other end around
Deep layer tunnel wall（1）Outer wall and through soil layer reach earth's surface.
2. deep layer tunnel according to claim 1 refuse disposal installation, it is characterised in that：The reducing mechanism（6）Bag
Include with liquid flow through hole（6-4）Rotor（6-1）, and in vortex shape it is arranged on the rotor（6-1）Some knives of periphery
Piece（6-2）, the rotor（6-1）By with rubbish circulation duct（4）The stent of inner wall connection（6-3）It is fixed.
3. deep layer tunnel according to claim 1 refuse disposal installation, it is characterised in that：The deep layer tunnel cabin（2）
The interior section dirty inclined wire that multilayer difference size aperture is installed according to actual conditions（5）.
4. deep layer tunnel according to claim 1 refuse disposal installation, it is characterised in that：The refuse hopper（3）Set
For funnel-form, in order to which rubbish preferably deposits.
5. deep layer tunnel according to claim 1 refuse disposal installation, it is characterised in that：Described cuts dirty inclined wire（5）Hole
Footpath is tapered into the increase of pipeline depth.
6. deep layer tunnel according to claim 1 refuse disposal installation, it is characterised in that：The deep layer tunnel wall (1),
Refuse hopper (3), rubbish circulation duct (4), rubbish deposition cabin（7）Select water-proof concrete.
7. deep layer tunnel according to claim 1 refuse disposal installation, it is characterised in that：Described cuts dirty inclined wire（5）, hang
Ring（10）Material be arranged to stainless steel material, and smear anticorrosive property coating.
8. deep layer tunnel according to claim 1 refuse disposal installation, it is characterised in that：The rubbish riser（9）
Material is arranged to carbon steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721151713.3U CN207314505U (en) | 2017-09-10 | 2017-09-10 | Deep layer tunnel refuse disposal installation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721151713.3U CN207314505U (en) | 2017-09-10 | 2017-09-10 | Deep layer tunnel refuse disposal installation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207314505U true CN207314505U (en) | 2018-05-04 |
Family
ID=62386402
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721151713.3U Expired - Fee Related CN207314505U (en) | 2017-09-10 | 2017-09-10 | Deep layer tunnel refuse disposal installation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207314505U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111779108A (en) * | 2020-08-11 | 2020-10-16 | 枣庄学院 | Sewer municipal administration discharges sewage and filters scarfing cinder device |
-
2017
- 2017-09-10 CN CN201721151713.3U patent/CN207314505U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111779108A (en) * | 2020-08-11 | 2020-10-16 | 枣庄学院 | Sewer municipal administration discharges sewage and filters scarfing cinder device |
| CN111779108B (en) * | 2020-08-11 | 2021-07-06 | 枣庄学院 | Sewer municipal administration discharges sewage and filters scarfing cinder device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180504 Termination date: 20210910 |