CN206554937U - A kind of interflow of class rectangle shield machine construction regulate and store moldeed depth layer tunnel - Google Patents
A kind of interflow of class rectangle shield machine construction regulate and store moldeed depth layer tunnel Download PDFInfo
- Publication number
- CN206554937U CN206554937U CN201720038084.7U CN201720038084U CN206554937U CN 206554937 U CN206554937 U CN 206554937U CN 201720038084 U CN201720038084 U CN 201720038084U CN 206554937 U CN206554937 U CN 206554937U
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- layer tunnel
- class
- shield machine
- rainwater cabin
- interflow
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Abstract
A kind of interflow of class rectangle shield machine construction regulate and store moldeed depth layer tunnel, excavated by class rectangle shield machine and lining cutting is formed in the interflow of class rectangle shield machine construction moldeed depth layer tunnel of regulating and storing, deep layer tunnel bulkhead is class rectangle section, left and right sets rainwater cabin and bilge tank respectively, rainwater cabin and the cross section of bilge tank are square for circular or class, preferential square from class；Rainwater cabin and the bottom of bilge tank are water tank pier；Garage's access path is set between rainwater cabin and bilge tank, and both sides are people's row access path respectively；The beneficial effects of the utility model are efficiently separating for rainwater and sewage, at utmost prevent water pollution, it is ensured that efficiently, the reliable, maintenance system of safety and service clearance, improve space availability ratio.
Description
Technical field
The utility model is related to deep layer tunneling technique, more particularly to a kind of interflow of class rectangle shield machine construction is regulated and stored type
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 more than 20m deep spaces）It is big
Type, super-huge outlet tunnel.Generally waterlogging is easily sent out, 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 are also that drainage waterlogging prevention mark is improved in external built region
Accurate usual way.
Pavement excavation is avoided using deep tunnel engineering control sewage, made to traffic and the destruction of environment minimum；Avoid and existing
Some subsurface utilities or infrastructure produce conflict；Due to avoiding buildings pile, linear design can be used, without
Influenceed by existing road network.
Effectively to mitigate urban waterlogging and the water pollution in Chicago, the water body environments such as Lake Michigan are protected, 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 in succession interflow regulate and store moldeed depth layer tunnel system engineering.
But these interflow of use are regulated and stored, moldeed depth layer tunnel system engineering is costly in terms of improvement is repaired, or utilization rate
It is relatively low, it is therefore desirable to exploitation be easy to safeguard and can space efficient interflow regulate and store moldeed depth layer tunnel.
Utility model content
The purpose of this utility model be to provide it is a kind of solve efficiently separating for rainwater and sewage, at utmost anti-water-stop body is dirty
Contaminate, it is ensured that maintenance system efficiently, reliable, safe and service clearance, improve the class rectangle shield machine construction of space availability ratio
Collaborate moldeed depth layer tunnel of regulating and storing.
A kind of interflow of class rectangle shield machine construction regulate and store moldeed depth layer tunnel, mainly include deep layer tunnel bulkhead, deep layer tunnel
Road nacelle, rainwater cabin, bilge tank, water tank wall, water tank pier, people's row access path, garage's access path, tool car and ventilation with
Lighting system；Excavated by class rectangle shield machine and lining cutting is formed in the interflow of class rectangle shield machine construction moldeed depth layer tunnel of regulating and storing；Institute
The deep layer tunnel bulkhead stated is class rectangle cross section, i.e. generally rectangle, is circular sliding slopes in the corner of rectangle, is internally formed class
The deep layer tunnel nacelle of rectangle；Left and right sets rainwater cabin and bilge tank, rainwater cabin and dirt respectively in described deep layer tunnel nacelle
The cross section of water tank is square for circular or class, square from class, i.e., generally square, is connected in four square corners using circular arc
Connect；Described rainwater cabin and the bottom of bilge tank are water tank pier, and the height of water tank pier is to be higher by deep layer tunnel bulkhead (1) bottom
The height of plate inwall, is 500 ~ 800mm, and its spacing is 10 ~ 20 meters；Garage is set to overhaul between described rainwater cabin and bilge tank
Passage, the height in maintenance track is 300 ~ 600mm, and width is 1.5 meters ~ 2 meters；It is people respectively in rainwater cabin and the both sides of bilge tank
Row access path, is highly 300 ~ 600mm, and width is 0.5 meter ~ 1 meter；Described deep layer tunnel bulkhead crown center sets ventilation
With lighting system.
Water tank pier, people's row access path, the height of garage's access path ensure urgent percolating water, the depth outside three
The layer tunnel urgent storage area of bulkhead bottom space formation percolating water；In rainwater cabin, 500 ~ 800mm formed below of bilge tank
Headroom, it is ensured that the personnel between people's row access path and garage's access path promptly quickly pass through.
Described deep layer tunnel bulkhead uses water-proof concrete, and sets up barrier coat in ectonexine, using cement bonded sand
Starch waterproof layer, coil waterproof layer, coating waterproof layer, drainage systems waterproof layer, bentonite waterproof material waterproofing layer one kind or
It is a variety of, when using single waterproof layer, using two layers and the waterproof type of the above.
Described rainwater cabin and the water tank wall of bilge tank use impervious concrete, and apply impermeable coating in inside and outside,
The internal spray inwall nontoxic type epoxy coating in rainwater cabin, the outside and bilge tank inside and outside in rainwater cabin synthesize high score using pitch
Sub- material.
The beneficial effects of the utility model are：
1st, tunnel use class rectangle cross section, rainwater cabin, bilge tank use class square cross section, be space service efficiency most
A kind of high arrangement form, for propulsive efficiency, cost, there is very big advantage；
2nd, the both sides of garage's access path are vertical space, and operating space is easy to ensure；Both sides tunnel wall is vertical wall,
It is easy to guarantor's row access path；
3rd, maintenance and repair is carried out to different nacelles using maintenance car, improves maintenance efficiency and personal security；
4th, rainwater and sewage are efficiently separated, and at utmost prevent water pollution；
5th, ensure maintenance system efficiently, reliable, safe and service clearance, improve space availability ratio；
6th, class rectangle tunnel has construction disturbance small, it is to avoid a large amount of to remove, and high construction efficiency does not influence traffic above-ground and ground
The advantages of underground structure.
Brief description of the drawings
Moldeed depth of being regulated and stored below in conjunction with the accompanying drawings to the interflow of class rectangle shield machine construction in the utility model a kind of layer tunnel
It is described further：
Fig. 1 be a kind of interflow of class rectangle shield machine construction regulate and store moldeed depth layer tunnel cross sectional schematic diagram；
In figure：1 is deep layer tunnel bulkhead；2 be deep layer tunnel nacelle；3 be rainwater cabin；4 be bilge tank；5 be water tank wall；6
For water tank pier；7 be people's row access path；8 be garage's access path；9 be tool car；10 be ventilation and lighting system.
Embodiment
In order to further illustrate the utility model, below in conjunction with the accompanying drawings and embodiment is retouched in detail to the utility model
State, but they can not be interpreted as to the restriction to the utility model protection domain.
A kind of interflow of class rectangle shield machine construction regulate and store moldeed depth layer tunnel, as shown in Figure 1：
A kind of interflow of class rectangle shield machine construction regulate and store moldeed depth layer tunnel, by class rectangle shield machine excavate and lining cutting and
Into；Deep layer tunnel bulkhead 1 is class rectangle cross section, i.e. generally rectangle, is circular sliding slopes in the corner of rectangle, is internally formed class
The deep layer tunnel nacelle 2 of rectangle；Left and right sets rainwater cabin 3 and bilge tank 4, rainwater cabin 3 and sewage respectively in deep layer tunnel nacelle 2
The cross section in cabin 4 is square for circular or class, square from class, i.e., generally square, is connected in four square corners using circular arc
Connect；Rainwater cabin 3 and the bottom of bilge tank 4 are water tank pier 6, and the height of water tank pier 6 is to be higher by the bottom plate of deep layer tunnel bulkhead 1
The height of wall, is 500 ~ 800mm, and its spacing is 10 ~ 20 meters；Garage's access path 8, inspection are set between rainwater cabin 3 and bilge tank 4
The height repaired is 300 ~ 600mm, and width is 1.5 meters ~ 2 meters；It is the inspection of people's row respectively in rainwater cabin 3 and the both sides of bilge tank 4
Passage 7 is repaiied, is highly 300 ~ 600mm, width is 0.5 meter ~ 1 meter；The crown center of deep layer tunnel bulkhead 1 sets ventilation and daylighting system
System 10；Water tank pier 6, people's row access path 7, the height of garage's access path 8 ensure urgent percolating water, the depth outside three
The urgent storage area of bottom space formation percolating water of layer tunnel bulkhead 1；Rainwater cabin 3, bilge tank 4 formed below 500 ~
800mm headroom, it is ensured that the personnel between people's row access path 7 and garage's access path 8 promptly quickly pass through；Deep layer tunnel cabin
Wall 1 uses water-proof concrete, and sets up barrier coat in ectonexine, using cement mortar waterproof layer, coil waterproof layer, coating
Waterproof layer, drainage systems waterproof layer, the one or more of bentonite waterproof material waterproofing layer, when using single waterproof layer,
Using two layers and the waterproof type of the above；The water tank wall 5 of rainwater cabin 3 and bilge tank 4 uses impervious concrete, and equal in inside and outside
Apply impermeable coating, the internal spray inwall nontoxic type epoxy coating in rainwater cabin 3, the outside and the inside and outside of bilge tank 4 in rainwater cabin 3
High polymer material is synthesized using pitch.
Claims (4)
1. a kind of interflow of class rectangle shield machine construction is regulated and stored, moldeed depth layer tunnel, mainly includes deep layer tunnel bulkhead (1), deep layer tunnel
Road nacelle (2), rainwater cabin (3), bilge tank (4), water tank wall (5), water tank pier (6), people's row access path (7), garage's maintenance
Passage (8), tool car (9) and ventilation and lighting system (10)；It is characterized in that：The interflow of class rectangle shield machine construction is regulated and stored type
Deep layer tunnel is excavated by class rectangle shield machine and lining cutting is formed；Described deep layer tunnel bulkhead (1) is class rectangle cross section, i.e., whole
Body is rectangle, is circular sliding slopes in the corner of rectangle, is internally formed the deep layer tunnel nacelle (2) of class rectangle；Described deep layer tunnel
Left and right sets rainwater cabin (3) and bilge tank (4) respectively in road nacelle (2), and the cross section of rainwater cabin (3) and bilge tank (4) is circle
Shape or class are square, square from class, i.e., generally square, and circular sliding slopes are used in four square corners；Described rainwater cabin
(3) and the bottom of bilge tank (4) is water tank pier (6), the height of water tank pier (6) is is higher by deep layer tunnel bulkhead (1) bottom plate
The height of inwall, is 500 ~ 800mm, and its spacing is 10 ~ 20 meters；Garage is set between described rainwater cabin (3) and bilge tank (4)
Access path (8), the height in maintenance track is 300 ~ 600mm, and width is 1.5 meters ~ 2 meters；In rainwater cabin (3) and bilge tank (4)
Both sides be people's row access path (7) respectively, be highly 300 ~ 600mm, width be 0.5 meter ~ 1 meter；Described deep layer tunnel cabin
Wall (1) crown center sets ventilation and lighting system (10).
The moldeed depth layer tunnel 2. a kind of interflow of class rectangle shield machine construction according to claim 1 is regulated and stored, it is characterised in that：
Water tank pier (6), people's row access path (7), the height of garage's access path (8) ensure urgent percolating water, outside three
The urgent storage area of deep layer tunnel bulkhead (1) bottom space formation percolating water；Rainwater cabin (3), bilge tank (4) it is formed below
500 ~ 800mm headroom, it is ensured that the personnel between people's row access path (7) and garage's access path (8) promptly quickly pass through.
The moldeed depth layer tunnel 3. a kind of interflow of class rectangle shield machine construction according to claim 1 is regulated and stored, it is characterised in that：
Described deep layer tunnel bulkhead (1) uses water-proof concrete, and sets up barrier coat in ectonexine, using cement mortar waterproof
Layer, coil waterproof layer, coating waterproof layer, drainage systems waterproof layer, the one or more of bentonite waterproof material waterproofing layer, when
During using single waterproof layer, using two layers and the waterproof type of the above.
The moldeed depth layer tunnel 4. a kind of interflow of class rectangle shield machine construction according to claim 1 is regulated and stored, it is characterised in that：
Described rainwater cabin (3) and the water tank wall (5) of bilge tank (4) use impervious concrete, and apply impermeable coating in inside and outside,
The internal spray inwall nontoxic type epoxy coating in rainwater cabin (3), the outside of rainwater cabin (3) and bilge tank (4) inside and outside are using drip
Green grass or young crops synthesis high polymer material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720038084.7U CN206554937U (en) | 2017-01-13 | 2017-01-13 | A kind of interflow of class rectangle shield machine construction regulate and store moldeed depth layer tunnel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720038084.7U CN206554937U (en) | 2017-01-13 | 2017-01-13 | A kind of interflow of class rectangle shield machine construction regulate and store moldeed depth layer tunnel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206554937U true CN206554937U (en) | 2017-10-13 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720038084.7U Withdrawn - After Issue CN206554937U (en) | 2017-01-13 | 2017-01-13 | A kind of interflow of class rectangle shield machine construction regulate and store moldeed depth layer tunnel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206554937U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106837350A (en) * | 2017-01-13 | 2017-06-13 | 沈阳建筑大学 | The interflow of class rectangle shield machine construction regulate and store moldeed depth layer tunnel |
| CN111648454A (en) * | 2020-06-16 | 2020-09-11 | 高丹 | Confluent storage type deep tunnel constructed by quasi-rectangular shield tunneling machine |
-
2017
- 2017-01-13 CN CN201720038084.7U patent/CN206554937U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106837350A (en) * | 2017-01-13 | 2017-06-13 | 沈阳建筑大学 | The interflow of class rectangle shield machine construction regulate and store moldeed depth layer tunnel |
| CN111648454A (en) * | 2020-06-16 | 2020-09-11 | 高丹 | Confluent storage type deep tunnel constructed by quasi-rectangular shield tunneling machine |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20171013 Effective date of abandoning: 20181012 |