CN106837350A - The interflow of class rectangle shield machine construction regulate and store moldeed depth layer tunnel - Google Patents
The interflow of class rectangle shield machine construction regulate and store moldeed depth layer tunnel Download PDFInfo
- Publication number
- CN106837350A CN106837350A CN201710024041.8A CN201710024041A CN106837350A CN 106837350 A CN106837350 A CN 106837350A CN 201710024041 A CN201710024041 A CN 201710024041A CN 106837350 A CN106837350 A CN 106837350A
- Authority
- CN
- China
- Prior art keywords
- layer tunnel
- class
- shield machine
- cabin
- interflow
- 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
- 238000010276 construction Methods 0.000 title claims abstract description 19
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 27
- 238000012423 maintenance Methods 0.000 claims abstract description 8
- 239000000463 material Substances 0.000 claims description 7
- 238000009423 ventilation Methods 0.000 claims description 6
- 239000011248 coating agent Substances 0.000 claims description 5
- 238000000576 coating method Methods 0.000 claims description 5
- 230000004888 barrier function Effects 0.000 claims description 3
- 229910000278 bentonite Inorganic materials 0.000 claims description 3
- 239000000440 bentonite Substances 0.000 claims description 3
- SVPXDRXYRYOSEX-UHFFFAOYSA-N bentoquatam Chemical compound O.O=[Si]=O.O=[Al]O[Al]=O SVPXDRXYRYOSEX-UHFFFAOYSA-N 0.000 claims description 3
- 229920006334 epoxy coating Polymers 0.000 claims description 3
- 231100000252 nontoxic Toxicity 0.000 claims description 3
- 230000003000 nontoxic effect Effects 0.000 claims description 3
- 239000007921 spray Substances 0.000 claims description 3
- 238000004078 waterproofing Methods 0.000 claims description 3
- 239000011083 cement mortar Substances 0.000 claims description 2
- 230000001105 regulatory effect Effects 0.000 abstract description 9
- 239000010865 sewage Substances 0.000 abstract description 4
- 238000003911 water pollution Methods 0.000 abstract description 4
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 230000008901 benefit Effects 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000000116 mitigating effect Effects 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000001141 propulsive effect Effects 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 238000003786 synthesis reaction Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 230000005641 tunneling Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/06—Making by using a driving shield, i.e. advanced by pushing means bearing against the already placed lining
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
The 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 is respectively provided with rainwater cabin and bilge tank, the cross section of rainwater cabin and bilge tank is square for circular or class, preferential square from class；The bottom of rainwater cabin and bilge tank is water tank pier；Garage's access path is set between rainwater cabin and bilge tank, and both sides are respectively people's row access path；The beneficial effects of the invention are as follows efficiently separating for rainwater and sewage, water pollution is at utmost prevented, it is ensured that efficient, reliable, safe maintenance system and service clearance, improve space availability ratio.
Description
Technical field
The present invention relates to deep layer tunneling technique, more particularly to a kind of interflow of class rectangle shield machine construction is regulated and stored moldeed depth 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, makes to minimize traffic and the destruction of environment；Avoid and show
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 the water body environments, Chicago reality such as urban waterlogging and the water pollution in Chicago, protection Lake Michigan
Apply and collaborated moldeed depth layer tunnel system engineering of regulating and storing, built a 176km long, 2.5 ~ 10m of diameter, the tunnel of 45 ~ 106m of buried depth
Road.Mexico, Paris, FRA, London Times etc. also implement in succession interflow regulate and store moldeed depth layer tunnel system engineering.
But regulated and stored moldeed depth layer tunnel system engineering costly, or utilization rate in terms of improvement is repaired using these interflow
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.
The content of the invention
Efficiently separating for rainwater and sewage is solved it is an object of the invention to provide a kind of, water pollution is at utmost prevented,
Ensure efficient, reliable, safe maintenance system and service clearance, improve the interflow that the class rectangle shield machine of space availability ratio is built
Moldeed depth of regulating and storing layer tunnel.
The interflow of class rectangle shield machine construction regulate and store moldeed depth layer tunnel, mainly include deep layer tunnel bulkhead, deep layer tunnel cabin
Body, rainwater cabin, bilge tank, water tank wall, water tank pier, people's row access path, garage's access path, tool car and ventilation and daylighting
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；Described
Deep layer tunnel bulkhead is class rectangle cross section, i.e. generally rectangle, is circular sliding slopes in the corner of rectangle, is internally formed class rectangle
Deep layer tunnel nacelle；Left and right is respectively provided with rainwater cabin and bilge tank, rainwater cabin and bilge tank in described deep layer tunnel nacelle
Cross section for circular or class it is square, it is square from class, i.e., it is generally square, use circular sliding slopes in four square corners；
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) base plate
The height of inwall, is 500 ~ 800mm, and its spacing is 10 ~ 20 meters；It is logical that garage's maintenance is set between described rainwater cabin and bilge tank
Road, the height for overhauling track is 300 ~ 600mm, and width is 1.5 meters ~ 2 meters；It is respectively people's row in the both sides of rainwater cabin and bilge tank
Access path, is highly 300 ~ 600mm, and width is 0.5 meter ~ 1 meter；Described deep layer tunnel bulkhead crown center set 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
Layer tunnel bulkhead bottom space forms the urgent storage area of percolating water；In rainwater cabin, the 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
Slurry waterproof layer, coil waterproof layer, coating waterproof layer, drainage systems waterproof layer, bentonite waterproof material waterproofing layer one kind or
It is various, when using single waterproof layer, using two-layer 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 invention are as follows：
1st, tunnel uses class rectangle cross section, and rainwater cabin, bilge tank use class square cross section, are space service efficiency highests
A kind of arrangement form, from 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 efficient, reliable, safe maintenance system 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 above and below ground
The advantages of structures.
Brief description of the drawings
Moldeed depth layer tunnel work is regulated and stored further in the interflow to the class rectangle shield machine construction in the present invention below in conjunction with the accompanying drawings
Explanation：
Fig. 1 for class rectangle shield machine construction interflow regulate and store moldeed depth layer tunnel cross sectional schematic diagram；
In figure：1 is deep layer tunnel bulkhead；2 is deep layer tunnel nacelle；3 is rainwater cabin；4 is bilge tank；5 is water tank wall；6 is water
Cabin pier；7 is people's row access path；8 is garage's access path；9 is tool car；10 is ventilation and lighting system.
Specific embodiment
In order to further illustrate the present invention, below in conjunction with the accompanying drawings and embodiment is described in detail to the present invention, but not
They can be interpreted as limiting the scope of the present invention.
The interflow of class rectangle shield machine construction regulate and store moldeed depth layer tunnel, as shown in Figure 1：
The interflow of class rectangle shield machine construction regulate and store moldeed depth layer tunnel, by class rectangle shield machine excavate and lining cutting form；Deep layer tunnel
Road bulkhead 1 is class rectangle cross section, i.e. generally rectangle, is circular sliding slopes in the corner of rectangle, is internally formed the depth of class rectangle
Layer tunnel nacelle 2；Left and right is respectively provided with the horizontal stroke of rainwater cabin 3 and bilge tank 4, rainwater cabin 3 and bilge tank 4 in deep layer tunnel nacelle 2
Section is square for circular or class, square from class, i.e., generally square, and circular sliding slopes are used in four square corners；Rainwater
The bottom of cabin 3 and bilge tank 4 is water tank pier 6, and the height of water tank pier 6 is the height for being higher by the plate inner wall of deep layer tunnel bulkhead 1
Degree, is 500 ~ 800mm, and its spacing is 10 ~ 20 meters；Garage's access path 8 is set between rainwater cabin 3 and bilge tank 4, track is overhauled
Height be 300 ~ 600mm, width be 1.5 meters ~ 2 meters；It is respectively people's row access path in the both sides of rainwater cabin 3 and bilge tank 4
7, highly it is 300 ~ 600mm, width is 0.5 meter ~ 1 meter；The crown center of deep layer tunnel bulkhead 1 sets ventilation and lighting system 10；
Water tank pier 6, the height of people's row access path 7, garage's access path 8 ensure urgent percolating water, the deep layer tunnel outside three
The bottom space of road bulkhead 1 forms the urgent storage area of percolating water；In rainwater cabin 3, the 500 ~ 800mm formed below of bilge tank 4
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 bulkhead 1 is used
Water-proof concrete, and barrier coat is set up in ectonexine, using cement mortar waterproof layer, coil waterproof layer, coating waterproof layer,
One or more of drainage systems waterproof layer, bentonite waterproof material waterproofing layer, when using single waterproof layer, using two-layer
And the waterproof type of the above；The water tank wall 5 of rainwater cabin 3 and bilge tank 4 uses impervious concrete, and applies antiseepage painting in inside and outside
Material, in 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 use pitch
Synthesis macromolecular material.
Claims (4)
1. the interflow of class rectangle shield machine construction regulate and store moldeed depth layer tunnel, mainly include deep layer tunnel bulkhead (1), deep layer tunnel cabin
Body (2), rainwater cabin (3), bilge tank (4), water tank wall (5), water tank pier (6), people's row access path (7), garage's access path
(8), tool car (9) and ventilation and lighting system (10)；It is characterized in that：The interflow of class rectangle shield machine construction regulate and store moldeed depth 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., generally
Rectangle, is circular sliding slopes in the corner of rectangle, is internally formed deep layer tunnel nacelle (2) of class rectangle；Described deep layer tunnel cabin
Left and right is respectively provided with rainwater cabin (3) and bilge tank (4) in body (2), the cross section of rainwater cabin (3) and bilge tank (4) be circle or
Class is 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), and the height of water tank pier (6) is to be higher by deep layer tunnel bulkhead (1) plate inner wall
Highly, it is 500 ~ 800mm, its spacing is 10 ~ 20 meters；It is logical that garage's maintenance is set between described rainwater cabin (3) and bilge tank (4)
Road (8), the height for overhauling track is 300 ~ 600mm, and width is 1.5 meters ~ 2 meters；In rainwater cabin (3) and the both sides of bilge tank (4)
It is respectively people's row access path (7), is highly 300 ~ 600mm, width is 0.5 meter ~ 1 meter；Described deep layer tunnel bulkhead (1) top
Portion's middle setting ventilation and lighting system (10).
2. the interflow of class rectangle shield machine construction according to claim 1 regulate and store moldeed depth layer tunnel, 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, the deep layer outside three
Tunnel bulkhead (1) bottom space forms the urgent storage area of percolating water；Rainwater cabin (3), bilge tank (4) formed below 500 ~
The headroom of 800mm, it is ensured that the personnel between people's row access path (7) and garage's access path (8) promptly quickly pass through.
3. the interflow of class rectangle shield machine construction according to claim 1 regulate and store moldeed depth layer tunnel, it is characterised in that：It is described
Deep layer tunnel bulkhead (1) use water-proof concrete, and set up barrier coat in ectonexine, using cement mortar waterproof layer,
Coil waterproof layer, coating waterproof layer, drainage systems waterproof layer, one or more of bentonite waterproof material waterproofing layer, when adopting
During with single waterproof layer, using two-layer and the waterproof type of the above.
4. the interflow of class rectangle shield machine construction according to claim 1 regulate and store moldeed depth layer tunnel, it is characterised in that：It is described
Rainwater cabin (3) and the water tank wall (5) of bilge tank (4) use impervious concrete, and impermeable coating is applied in inside and outside, in rainwater
The internal spray inwall nontoxic type epoxy coating in cabin (3), the outside and bilge tank (4) inside and outside of rainwater cabin (3) are closed using pitch
Into macromolecular material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710024041.8A CN106837350B (en) | 2017-01-13 | 2017-01-13 | The interflow of class rectangle shield machine construction is regulated and stored moldeed depth layer tunnel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710024041.8A CN106837350B (en) | 2017-01-13 | 2017-01-13 | The interflow of class rectangle shield machine construction is regulated and stored moldeed depth layer tunnel |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106837350A true CN106837350A (en) | 2017-06-13 |
| CN106837350B CN106837350B (en) | 2018-10-12 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710024041.8A Active CN106837350B (en) | 2017-01-13 | 2017-01-13 | The interflow of class rectangle shield machine construction is regulated and stored moldeed depth layer tunnel |
Country Status (1)
| Country | Link |
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| CN (1) | CN106837350B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107355234A (en) * | 2017-09-10 | 2017-11-17 | 沈阳建筑大学 | Antiseepage anti-corrosive durability collaborates moldeed depth layer tunnel of regulating and storing |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203476345U (en) * | 2013-09-11 | 2014-03-12 | 中铁第四勘察设计院集团有限公司 | Multifunctional multilayer municipal tunnel |
| CN105626094A (en) * | 2016-03-28 | 2016-06-01 | 北京市政建设集团有限责任公司 | Large-diameter shield tunnel comprehensive pipe rack combined with highway tunnel and construction method thereof |
| CN105909265A (en) * | 2016-06-12 | 2016-08-31 | 中铁十九局集团轨道交通工程有限公司 | Heaving-prevention retrusive deep-hole grouting system and method for passing through existing shield tunnel |
| CN106013225A (en) * | 2016-06-21 | 2016-10-12 | 沈阳建筑大学 | Six-layer circular traffic, comprehensive pipe rack and sponge urban underground complex |
| CN206554937U (en) * | 2017-01-13 | 2017-10-13 | 沈阳建筑大学 | A kind of interflow of class rectangle shield machine construction regulate and store moldeed depth layer tunnel |
-
2017
- 2017-01-13 CN CN201710024041.8A patent/CN106837350B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203476345U (en) * | 2013-09-11 | 2014-03-12 | 中铁第四勘察设计院集团有限公司 | Multifunctional multilayer municipal tunnel |
| CN105626094A (en) * | 2016-03-28 | 2016-06-01 | 北京市政建设集团有限责任公司 | Large-diameter shield tunnel comprehensive pipe rack combined with highway tunnel and construction method thereof |
| CN105909265A (en) * | 2016-06-12 | 2016-08-31 | 中铁十九局集团轨道交通工程有限公司 | Heaving-prevention retrusive deep-hole grouting system and method for passing through existing shield tunnel |
| CN106013225A (en) * | 2016-06-21 | 2016-10-12 | 沈阳建筑大学 | Six-layer circular traffic, comprehensive pipe rack and sponge urban underground complex |
| CN206554937U (en) * | 2017-01-13 | 2017-10-13 | 沈阳建筑大学 | A kind of interflow of class rectangle shield machine construction regulate and store moldeed depth layer tunnel |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107355234A (en) * | 2017-09-10 | 2017-11-17 | 沈阳建筑大学 | Antiseepage anti-corrosive durability collaborates moldeed depth layer tunnel of regulating and storing |
| CN107355234B (en) * | 2017-09-10 | 2023-06-06 | 沈阳建筑大学 | Seepage-proofing corrosion-proofing durable confluence regulation type deep tunnel |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106837350B (en) | 2018-10-12 |
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| TR01 | Transfer of patent right |
Effective date of registration: 20200713 Address after: 423, floor 4, block a, Xinhua future city building, No. 175, Litang Road, Changping District, Beijing 102200 Patentee after: Li Qiannan Address before: 110168 Liaoning province Shenyang Hunnan Hunnan Road No. 9 Patentee before: SHENYANG JIANZHU University |
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| CP02 | Change in the address of a patent holder | ||
| CP02 | Change in the address of a patent holder |
Address after: No. 188, Youyi Road, Lingang Economic Park, Gaogang District, Taizhou City, Jiangsu Province, 225300 Patentee after: Li Qiannan Address before: 423, floor 4, block a, Xinhua future city building, No. 175, Litang Road, Changping District, Beijing 102200 Patentee before: Li Qiannan |
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Effective date of registration: 20201211 Address after: No. 18, Ningshu Road, Dongtai City, Yancheng City, Jiangsu Province Patentee after: Dongtai Fucheng Asset Management Co., Ltd Address before: No. 188, Youyi Road, Lingang Economic Park, Gaogang District, Taizhou City, Jiangsu Province, 225300 Patentee before: Li Qiannan |