CN107366350A - Ring type is removed contamination system under deep layer tunnel - Google Patents
Ring type is removed contamination system under deep layer tunnel Download PDFInfo
- Publication number
- CN107366350A CN107366350A CN201710809233.XA CN201710809233A CN107366350A CN 107366350 A CN107366350 A CN 107366350A CN 201710809233 A CN201710809233 A CN 201710809233A CN 107366350 A CN107366350 A CN 107366350A
- Authority
- CN
- China
- Prior art keywords
- deep layer
- layer tunnel
- cabin
- contamination
- sewage disposal
- 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.)
- Granted
Links
- 238000011109 contamination Methods 0.000 title claims abstract description 78
- 239000010865 sewage Substances 0.000 claims abstract description 39
- 230000008021 deposition Effects 0.000 claims abstract description 25
- 238000005202 decontamination Methods 0.000 claims abstract description 22
- 230000003588 decontaminative effect Effects 0.000 claims abstract description 22
- 230000005571 horizontal transmission Effects 0.000 claims abstract description 11
- 230000007704 transition Effects 0.000 claims abstract description 11
- 238000012423 maintenance Methods 0.000 claims abstract description 8
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 5
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 239000004744 fabric Substances 0.000 claims 1
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 230000007123 defense Effects 0.000 abstract description 2
- 239000010802 sludge Substances 0.000 abstract description 2
- 108010066114 cabin-2 Proteins 0.000 description 5
- 230000001105 regulatory effect Effects 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000003911 water pollution Methods 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000012634 fragment Substances 0.000 description 1
- 239000004519 grease Substances 0.000 description 1
- 230000000116 mitigating effect Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F7/00—Other installations or implements for operating sewer systems, e.g. for preventing or indicating stoppage; Emptying cesspools
- E03F7/10—Wheeled apparatus for emptying sewers or cesspools
Landscapes
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Treatment Of Sludge (AREA)
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
Ring type is removed contamination system under deep layer tunnel,Including deep layer tunnel wall (1),Deep layer tunnel cabin (2),Decontamination type track (4),Cut dirty inclined wire (5),The periphery in deep layer tunnel cabin (2) is deep layer tunnel wall (1),It is provided with inside deep layer tunnel cabin (2) and cuts dirty inclined wire (5),Cut the inside that dirty inclined wire (5) is arranged on deep layer tunnel wall (1) by link (11),Deep layer tunnel cabin (2) bottom is provided with maintenance track (15) and decontamination type track (4),The safe mouth (14) of several mud sinking is opened up on decontamination type track (4),The bottom in decontamination type track (4) is provided with lower circuit deposition cabin (9) of removing contamination,Lower circuit deposition cabin (9) of removing contamination is connected by arc-shaped transition cabin (13) vertical shaft of removing contamination (10) other with deep layer tunnel cabin (2),The remove contamination bottom of vertical shaft (10) is provided with sewage disposal bucket horizontal transmission device (16).Beneficial effects of the present invention are：Become passive type desilting as initiative defense, current slow down in lower circuit deposition cabin of removing contamination, and dirt, sludge and sewage are efficiently separated in decontamination type track, and cut dirty inclined wire by setting, and help to cut dirty and silt deposit.
Description
Technical field
The present invention relates to deep layer tunnel pollution clean-up technology field, more particularly to ring type is removed contamination system under a kind of deep layer tunnel.
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.Generally waterlogging is easily sent out, is densely populated, underground utilities are complicated, existing drainage system transformation difficulty is higher
Area, settable deep layer regulates and stores 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 water suiting measures to different conditions, the mitigation suited measures 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, is made to traffic and the destruction of environment minimum；Avoid
Produce and conflict with existing subsurface utility or infrastructure；Due to avoiding buildings pile, linear design can be used,
Without being influenceed by 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, 45 ~ 106m of buried depth tunnel
Road.Mexico, Paris, FRA, London Times etc. also implement interflow and regulated and stored moldeed depth layer tunnel system engineering in succession.
The alluvial problem in deep layer tunnel is due to silt and suspended solids deposition in pipe-line system than more serious more
Caused.Drift such as stone, fragment of brick, polybag, branch in deep layer tunnel can reduce effluent flow rate in pipeline, and
Grease and floating object are retained, so as to reduce the conveying capacity of pipeline, the alluvial in aggravation deep layer tunnel.Alluvial in deep layer tunnel
When thing is reached to a certain degree, the conveying capacity of drainage pipeline can drastically decline, and the speed of drift alluvial is also gradually accelerated, finally
Pipeline is caused to block.Desilting 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 alluvial.Therefore for the alluvial of drainage pipeline inside dirt
The solution of problem is particularly important.
The content of the invention
It is an object of the invention to solve efficiently separating for rainwater and sewage, water pollution is at utmost prevented, is ensured high
Effect, reliable, safety maintenance system and service clearance, improve space availability ratio；Ring type under a kind of deep layer tunnel is provided and removed contamination and is
System.
To achieve these goals, the technical solution adopted by the present invention is：
Ring type is removed contamination system under deep layer tunnel, including deep layer tunnel wall (1), deep layer tunnel cabin (2), lower circuit bulkhead (3) of removing contamination,
Decontamination type track (4), cut dirty inclined wire (5), sewage disposal bucket (6), decontaminating frame (7), baffle plate of removing contamination (8), lower circuit deposition cabin of removing contamination
(9), remove contamination vertical shaft (10), link (11), hoistway wall (12), arc-shaped transition cabin (13), mud sinks safe mouth (14), tool car
Road (15) and sewage disposal bucket horizontal transmission device (16), the periphery in deep layer tunnel cabin (2) are deep layer tunnel wall (1), deep layer tunnel
It is provided with inside road cabin (2) and cuts dirty inclined wire (5), cuts the inside that dirty inclined wire (5) is arranged on deep layer tunnel wall (1) by link (11),
Deep layer tunnel cabin (2) bottom is provided with maintenance track (15) and decontamination type track (4), and several silts are opened up on decontamination type track (4)
The safe mouth (14) of mud sinking, the bottom in decontamination type track (4) are provided with lower circuit deposition cabin (9) of removing contamination, lower circuit deposition cabin of removing contamination
(9) periphery is lower circuit bulkhead (3) of removing contamination, and the inside for lower circuit deposition cabin (9) of removing contamination is provided with sewage disposal bucket (6), sewage disposal bucket (6)
Interior to be provided with decontaminating frame (7) and baffle plate of removing contamination (8), lower circuit deposition cabin (9) of removing contamination passes through arc-shaped transition cabin (13) and deep layer tunnel
Other vertical shaft of removing contamination (10) connection in cabin (2), the periphery of vertical shaft of removing contamination (10) is hoistway wall (12), and the bottom of vertical shaft of removing contamination (10) is set
There is sewage disposal bucket horizontal transmission device (16), sewage disposal bucket horizontal transmission device (16) is connected with sewage disposal bucket (6).
Wherein, described dirty inclined wire (5) of cutting is arranged on the interior of deep layer tunnel wall (1) to 30-60 ° of water (flow) direction inclination is met
Portion, the bottom for cutting dirty inclined wire (5) are arranged on maintenance track (15) and the intersection in decontamination type track (4), cut the upper of dirty inclined wire (5)
Portion, which is arranged on, to remove contamination corresponding to lower circuit deposition cabin (9) top in deep layer tunnel wall (1).
Wherein, described sewage disposal bucket (6) is half of cylindrical structure, and cross section is semicircle；Decontaminating frame (7) is sewage disposal bucket
(6) internal support connecting frame；Baffle plate (8) of removing contamination is the Semicircular baffle that mud is blocked at both ends.
Wherein, described sewage disposal bucket horizontal transmission device (16) is two hinges, being capable of both direction pulling sewage disposal bucket
(6)。
Wherein, the section of circuit deposition cabin (9) and sewage disposal bucket (6) is semicircle under described removing contamination.
Wherein, the bottom of circuit deposition cabin (9), vertical shaft of removing contamination (10) and arc-shaped transition cabin (13) is overall under described removing contamination
Form an inverted arch.
Wherein, described mud sinks safe mouth (14) along the parallel longitudinal of deep layer tunnel cabin (2) and is uniformly distributed, and becomes silted up
The safe mouth (14) of mud sinking sets the stainless reinforcing bar that uniform parallel is arranged, for ensureing vehicle safety, mud normally sinks.
Wherein, the top surface in described decontamination type track (4) flushes with overhauling the top surface of track (15).
Compared with prior art, beneficial effects of the present invention are：The present invention becomes passive type desilting as initiative defense, current
Removing contamination, lower circuit deposition cabin is slowed down, and is efficiently separated dirt, sludge and sewage in decontamination type track, and cut dirt tiltedly by setting
Net, help to cut dirty and silt deposit；The sewage disposal bucket concentrated and removed contamination, whole deep layer tunnel are set in lower circuit deposition cabin of removing contamination
Desilting work is quicker, simple, convenient, and the setting of sewage disposal apparatus does not influence the use of any maintenance vehicle, and entirely
System stress performance is good, and security performance is high.
Brief description of the drawings
Fig. 1 is that ring type is removed contamination the longitudinal cross-section schematic diagram of system under deep layer tunnel of the present invention.
Fig. 2 is Fig. 1 A-A diagrammatic cross-sections.
Fig. 3 is Fig. 1 B-B diagrammatic cross-sections.
In figure：1st, deep layer tunnel wall；2nd, deep layer tunnel cabin；3rd, remove contamination lower circuit bulkhead；4th, decontamination type track；5th, cut dirty oblique
Net；6th, sewage disposal bucket；7th, decontaminating frame；8th, remove contamination baffle plate；9th, lower circuit of removing contamination deposits cabin；10th, remove contamination vertical shaft；11st, link；12nd, erect
The borehole wall；13rd, arc-shaped transition cabin；14th, the safe mouth of mud sinking；15th, track is overhauled；16th, sewage disposal bucket horizontal transmission device.
Embodiment
In order to further illustrate the present invention, below in conjunction with the accompanying drawings and the present invention is described in detail embodiment, but not
They can be interpreted as limiting the scope of the present invention.
As shown in Figure 1-Figure 3, ring type is removed contamination system under deep layer tunnel, including deep layer tunnel wall 1, deep layer tunnel cabin 2, is removed contamination
Lower circuit bulkhead 3, decontamination type track 4, cut dirty inclined wire 5, sewage disposal bucket 6, decontaminating frame 7, baffle plate 8 of removing contamination, lower circuit deposition cabin of removing contamination
9th, remove contamination vertical shaft 10, link 11, hoistway wall 12, arc-shaped transition cabin 13, mud sinks safe mouth 14, maintenance track 15 and sewage disposal bucket
Horizontal transmission device 16.
Set in the deep layer tunnel cabin 2 and cut a dirty inclined wire 5, cut dirty inclined wire 5 to meeting water (flow) direction（Front）30-60 ° is tilted,
The surrounding of deep layer tunnel wall 1 sets several links 11, cuts dirty inclined wire 5 and hangs on link 11；Cutting the front lower place of dirty inclined wire 5
The bottom of deep layer tunnel wall 1 sets lower circuit deposition cabin 9 of removing contamination, be between deep layer tunnel cabin 2 and lower circuit deposition cabin 9 of removing contamination except
Dirty type track 4, multiple mud are opened up on decontamination type track 4 and are sunk safe mouth 14, mud sinks safe mouth 14 along deep layer tunnel
Cabin 2 parallel longitudinal and it is uniformly distributed, mud sinks the stainless reinforcing bar that safe mouth 14 sets uniform parallel to arrange, decontamination type track
4 top surface flushes with the maintenance top surface of track 15；Deposited in lower circuit of removing contamination and sewage disposal bucket 6 is set in cabin 9, set and add in sewage disposal bucket 6
By force with the decontaminating frame 7 of lifting, the section that lower circuit of removing contamination deposits cabin 9 and sewage disposal bucket 6 is semicircle；Lower circuit of removing contamination deposits cabin
9 are connected with the vertical shaft 10 of removing contamination on the side of deep layer tunnel cabin 2 using the UNICOM of arc-shaped transition cabin 13；Lower circuit deposition of removing contamination cabin 9, remove contamination it is perpendicular
An inverted arch is integrally formed in the bottom in well 10 and arc-shaped transition cabin 13；Remove contamination and set between lower circuit deposition cabin 9, vertical shaft 10 of removing contamination
Sewage disposal bucket horizontal transmission device 16.
Described above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, under the premise without departing from the principles of the invention, some improvements and modifications can also be made, these improvements and modifications also should
It is considered as protection scope of the present invention.
Claims (8)
1. ring type is removed contamination system under deep layer tunnel, it is characterised in that：Including deep layer tunnel wall (1), deep layer tunnel cabin (2), remove contamination
Lower circuit bulkhead (3), decontamination type track (4), cut dirty inclined wire (5), sewage disposal bucket (6), decontaminating frame (7), baffle plate of removing contamination (8), remove contamination
Lower circuit deposition cabin (9), vertical shaft of removing contamination (10), link (11), hoistway wall (12), arc-shaped transition cabin (13), mud sinking safety
Mouth (14), maintenance track (15) and sewage disposal bucket horizontal transmission device (16), the periphery in deep layer tunnel cabin (2) is deep layer tunnel
Wall (1), internal be provided with deep layer tunnel cabin (2) cut a dirty inclined wire (5), cut a dirty inclined wire (5) and be arranged on deep layer tunnel by link (11)
The inside of wall (1), deep layer tunnel cabin (2) bottom, which is provided with, overhauls track (15) and decontamination type track (4), on decontamination type track (4)
The safe mouth (14) of several mud sinking is opened up, the bottom in decontamination type track (4) is provided with lower circuit deposition cabin (9) of removing contamination, removed contamination
The periphery of lower circuit deposition cabin (9) is lower circuit bulkhead (3) of removing contamination, and the inside for lower circuit deposition cabin (9) of removing contamination is provided with sewage disposal bucket
(6) decontaminating frame (7) and baffle plate of removing contamination (8), are provided with sewage disposal bucket (6), lower circuit deposition cabin (9) of removing contamination passes through arc-shaped transition cabin
(13) the remove contamination vertical shaft (10) other with deep layer tunnel cabin (2) connects, and the periphery of vertical shaft of removing contamination (10) is hoistway wall (12), is removed contamination perpendicular
The bottom of well (10) is provided with sewage disposal bucket horizontal transmission device (16), and sewage disposal bucket horizontal transmission device (16) is connected with sewage disposal bucket (6).
2. ring type is removed contamination system under deep layer tunnel according to claim 1, it is characterised in that：Described cuts dirty inclined wire (5)
The 30-60 ° of inside for being arranged on deep layer tunnel wall (1) is tilted to water (flow) direction is met, the bottom for cutting dirty inclined wire (5) is arranged on tool car
The intersection in road (15) and decontamination type track (4), the top for cutting dirty inclined wire (5) are arranged on lower circuit deposition cabin (9) top of removing contamination
In corresponding deep layer tunnel wall (1).
3. ring type is removed contamination system under deep layer tunnel according to claim 1, it is characterised in that：Described sewage disposal bucket (6) is
Half of cylindrical structure, cross section are semicircle；Decontaminating frame (7) is the internal support connecting frame of sewage disposal bucket (6)；Remove contamination baffle plate
(8) Semicircular baffle of mud is blocked for both ends.
4. ring type is removed contamination system under deep layer tunnel according to claim 1, it is characterised in that：Described sewage disposal bucket is horizontal to be passed
Dynamic device (16) is two hinges, being capable of both direction pulling sewage disposal bucket (6).
5. ring type is removed contamination system under deep layer tunnel according to claim 1, it is characterised in that：Circuit sinks under described removing contamination
The section of product cabin (9) and sewage disposal bucket (6) is semicircle.
6. ring type is removed contamination system under deep layer tunnel according to claim 1, it is characterised in that：Circuit sinks under described removing contamination
An inverted arch is integrally formed in the bottom of product cabin (9), vertical shaft of removing contamination (10) and arc-shaped transition cabin (13).
7. ring type is removed contamination system under deep layer tunnel according to claim 1, it is characterised in that：Described mud sinks safe
Mouth (14) along the parallel longitudinal of deep layer tunnel cabin (2) and is uniformly distributed, and the safe mouth (14) of mud sinking sets uniform parallel cloth
The stainless reinforcing bar put, for ensureing vehicle safety, mud normally sinks.
8. ring type is removed contamination system under deep layer tunnel according to claim 1, it is characterised in that：Described decontamination type track
(4) top surface flushes with overhauling the top surface of track (15).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710809233.XA CN107366350B (en) | 2017-09-10 | 2017-09-10 | Deep tunnel lower ring type sewage disposal system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710809233.XA CN107366350B (en) | 2017-09-10 | 2017-09-10 | Deep tunnel lower ring type sewage disposal system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107366350A true CN107366350A (en) | 2017-11-21 |
| CN107366350B CN107366350B (en) | 2022-11-22 |
Family
ID=60312137
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710809233.XA Active CN107366350B (en) | 2017-09-10 | 2017-09-10 | Deep tunnel lower ring type sewage disposal system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107366350B (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20070034578A1 (en) * | 2004-07-08 | 2007-02-15 | Marc-Andre Brouillard | Mobile filtration system and method |
| CN205134487U (en) * | 2015-11-06 | 2016-04-06 | 广州市新之地生态环境修复有限公司 | Cut dirty pipe |
| CN205242601U (en) * | 2015-12-18 | 2016-05-18 | 浙江微碳科技股份有限公司 | Dirty cut -off equipment of rain |
| CN105908826A (en) * | 2016-04-29 | 2016-08-31 | 南昌工程学院 | Urban drainage pipeline capable of conveniently achieving dredging and blocking preventing |
| KR101702836B1 (en) * | 2016-11-28 | 2017-02-06 | 엔트라 주식회사 | Apparatus of reducing non-point pollution material that has a screen with self-cleaning functions |
| CN106759790A (en) * | 2017-01-13 | 2017-05-31 | 沈阳建筑大学 | Deep layer tunnel and vertical shaft connection system |
| CN206308774U (en) * | 2016-12-01 | 2017-07-07 | 深圳市海腾建设工程有限公司 | Anti-blocking water pipeline |
| CN207211353U (en) * | 2017-09-10 | 2018-04-10 | 沈阳建筑大学 | Ring type is removed contamination system under deep layer tunnel |
-
2017
- 2017-09-10 CN CN201710809233.XA patent/CN107366350B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20070034578A1 (en) * | 2004-07-08 | 2007-02-15 | Marc-Andre Brouillard | Mobile filtration system and method |
| CN205134487U (en) * | 2015-11-06 | 2016-04-06 | 广州市新之地生态环境修复有限公司 | Cut dirty pipe |
| CN205242601U (en) * | 2015-12-18 | 2016-05-18 | 浙江微碳科技股份有限公司 | Dirty cut -off equipment of rain |
| CN105908826A (en) * | 2016-04-29 | 2016-08-31 | 南昌工程学院 | Urban drainage pipeline capable of conveniently achieving dredging and blocking preventing |
| KR101702836B1 (en) * | 2016-11-28 | 2017-02-06 | 엔트라 주식회사 | Apparatus of reducing non-point pollution material that has a screen with self-cleaning functions |
| CN206308774U (en) * | 2016-12-01 | 2017-07-07 | 深圳市海腾建设工程有限公司 | Anti-blocking water pipeline |
| CN106759790A (en) * | 2017-01-13 | 2017-05-31 | 沈阳建筑大学 | Deep layer tunnel and vertical shaft connection system |
| CN207211353U (en) * | 2017-09-10 | 2018-04-10 | 沈阳建筑大学 | Ring type is removed contamination system under deep layer tunnel |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107366350B (en) | 2022-11-22 |
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Effective date of registration: 20231010 Address after: 608-1 352, Shenshui Road, Shenhe District, Shenyang, Liaoning 110015 Patentee after: Zhang Yannian Address before: 110168 No. 9 Hunnan East Road, Hunnan District, Shenyang City, Liaoning Province Patentee before: SHENYANG JIANZHU University |