CN106013225A - Six-layer circular traffic, comprehensive pipe rack and sponge urban underground complex - Google Patents
Six-layer circular traffic, comprehensive pipe rack and sponge urban underground complex Download PDFInfo
- Publication number
- CN106013225A CN106013225A CN201610449616.6A CN201610449616A CN106013225A CN 106013225 A CN106013225 A CN 106013225A CN 201610449616 A CN201610449616 A CN 201610449616A CN 106013225 A CN106013225 A CN 106013225A
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- Prior art keywords
- cabin
- layer
- pipe gallery
- traffic
- bearing
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/04—Making large underground spaces, e.g. for underground plants, e.g. stations of underground railways; Construction or layout thereof
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
- E03B3/00—Methods or installations for obtaining or collecting drinking water or tap water
- E03B3/02—Methods or installations for obtaining or collecting drinking water or tap water from rain-water
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/108—Rainwater harvesting
Abstract
The invention provides a six-layer circular traffic, comprehensive pipe rack and sponge urban underground complex. The six-layer circular traffic, comprehensive pipe rack and sponge urban underground complex comprises lower-layer minibus special cabins, upper-layer minibus special cabins, a waste water cabin, a rainwater cabin, an electric cabin, a gas cabin, an anti-explosion safety cabin, a rainwater collection and temporary storage cabin, a standby cabin, a crossing cabin, a single-side arranged comprehensive pipe rack cabin, lower-layer traffic emergency evacuation cabins, upper-layer traffic emergency evacuation cabins, low-risk comprehensive pipe rack cabins, and comprehensive pipe rack reserved cabins. An anti-seepage protection layer is arranged on the outer side of a circular cross-section concrete shell. A vertical bearing partition wall is arranged at the vertical axis of the cross section of the circular cross-section concrete shell. The circular cross-section concrete shell is internally provided with five layers of bearing horizontal plates, the two layers at the lower portion are provided with comprehensive pipe rack bearing bottom plates, the two layers in the middle are provided with underground traffic bearing bottom plates, and the topmost layer is provided with comprehensive pipe rack bearing bottom plates. According to the six-layer circular traffic, comprehensive pipe rack and sponge urban underground complex, the investment on public products can be easily increased, the social capital input is pulled, new power for economic development is created, and an extensive manner is changed into an intensive and three-dimensional manner.
Description
Technical field
The invention belongs to Impacts Evaluation of Urban Tunnel engineering field and urban operating mechanism technical field, particularly relate to six layers of circular friendship
Logical, pipe gallery and sponge Urban Underground Complex.
Background technology
Urban transportation is built like a raging fire, along with country is pushed further into pipe gallery, sponge Urban strategy, China at present
Big and medium-sized cities will start the new round climax of underground engineering construction, and due to the scarcity of the underground space, to collection, " Urban Underground is combined
Close piping lane, Urban Underground expressway, urban underground construction space " the demand of Urban Underground Complex huge.
Japan and the exploitation of the American-European underground space and construction maintain the leading position, and advocate at first and propose city, underground and city
The synthesization of city's underground space and three-dimensional utility strategies, nineteen ninety proposition Tokyo Declaration: the Devoting Major Efforts To Developing underground space, start people
The cave period that class is new, International Tunnelling Association in 2010 expands to tunnel and underground space association and declares: 21 century is underground
The century in space.
To mark international metropolis, change extensive style, stand large flat bread urban development pattern are intensive, solid mode, to underground
Want space；Break through the resource environment total amount constraints such as urban land, air, water source, greenery patches, per capita city space, the energy, environment；
Traffic congestion, air dirt, noise pollution, visual pollution, city are seen sea, greening be not enough, real estate finance transition, old town
Under vigor, degradation causes the urban disease of life and carries out comprehensive improvement；Change made in China is Created in China, cultivates leading in the world high-end
Industry cluster.
Cities of Foreign Countries underground space development is with a long history, how to combine commercial facility with Large Underground transport hub and to stop
Parking lot, melt multiple traffic form in one underground space synthesis type present.In the world, Japan and America and Europe are empty in underground
Between exploitation and construction maintain the leading position, advocate and propose city, underground and the synthesization of urban underground space and solid at first
Change utility strategies.Totally seeing, the underground space synthesis including multiple transportation modes or several functions has when many countries
Occur, but there is not yet collection " Urban Underground pipe gallery, Urban Underground expressway, urban underground construction space " Urban Underground
Synthesis type.Therefore, in the urgent need to exploitation underground space synthesis, adapt to national green building and the strategy of sustainable development.
Summary of the invention
The present invention provides six layers of circular traffic, pipe gallery and sponge Urban Underground Complex, solves with this that " traffic is gathered around
Stifled, sponge city, pipe gallery " integration World Cities development problem, save construction investment and make " people on the ground,
Thing and car are in underground " green ecological ideal city provide technical scheme.
To achieve these goals, the technical solution used in the present invention is: six layers of circular traffic, pipe gallery and sponge city
City's Underground Urban Complex, it is characterised in that: include lower floor's station wagon dedicated bay, upper strata station wagon dedicated bay, bilge tank, rain
Water tank, electric compartment, combustion gas cabin, anti-explosion safety cabin, rainwater-collecting and interim storage cabin, reserved space, People's Bank of China cabin, unilateral cloth
Put pipe gallery cabin, lower floor's traffic emergent evacuation cabin, traffic emergent evacuation cabin, upper strata, low-risk pipe gallery cabin, comprehensive
Piping lane reserves cabin, circular cross section concrete shell, antiseepage protective layer, vertical load-bearing segmentation wall, pipe gallery bearing soleplate
, underground traffic bearing soleplate, pipe gallery partition wall, security isolation wall, anti-collision wall, natural gas blast resistance construction layer, housing pier
, web, flange plate, circumferential rib, class rectangular enclosure, trough plate connecting bolt, narrow end pier base, wide end pier top face, pier
Body is faced directly, pier body installs inclined-plane；
Described circular cross section concrete shell is provided in round water-proof concrete shell, and described circular cross section concrete-shell is external
Portion is provided with antiseepage protective layer；The transverse section vertical axis of described circular cross section concrete shell is provided with vertical load-bearing segmentation
Wall；
5 layers of load-bearing horizontal plate are set inside described circular cross section concrete shell from bottom to top, and lower two layers is set to comprehensively
Piping lane bearing soleplate, middle two-layer is set to underground traffic bearing soleplate, and the superiors are set to pipe gallery bearing soleplate；
Described 5 layers of load-bearing horizontal plate, vertical load-bearing segmentation wall and circular cross section concrete shell collectively form the sky that transverse and longitudinal is staggered
Between the lattice circular cross section concrete shell of stress；Circular cross section concrete shell is separated into two semicircles；
Bottom within described circular cross section concrete shell is ground floor, and described ground floor is provided with two class triangle cabins,
Two class triangle cabins are with vertical load-bearing segmentation wall as axial symmetry, and in said two class triangle cabin, one is set to bilge tank；
Another in said two class triangle cabin is set to rainwater cabin, it is possible to use nacelle as storm sewer, described bilge tank
Inside it is provided with sewage conduct, in described rainwater cabin, is provided with storm sewer, described bilge tank and the circular cross section of rainwater cabin surrounding
Concrete shell, vertical load-bearing segmentation wall, pipe gallery bearing soleplate all use water-proof concrete material to make；
Being provided with the second layer on described ground floor, the second layer is provided with four cabins, is provided with between the most adjacent described cabin
Pipe gallery partition wall, the side of described vertical load-bearing segmentation wall is provided with electric compartment, and the opposite side of described electric compartment is arranged
Rain is collected and interim storage cabin；The opposite side of described vertical load-bearing segmentation wall is provided with combustion gas cabin；In described combustion gas cabin
Being provided with anti-explosion safety cabin, described anti-explosion safety cabin may be configured as individually separating cabin, it is possible to setting up inside combustion gas cabin can
The explosion-proof link plate changed, the opposite side in described combustion gas cabin is provided with reserved space；
At the bottom of described reserved space, rainwater-collecting and the circular cross section concrete shell of interim storage cabin periphery, pipe gallery load-bearing
Plate, pipe gallery partition wall preferentially use water-proof concrete panel material to make；
Being provided with third layer on the described second layer, third layer is provided with four cabins, is provided with between the most adjacent described cabin
Pipe gallery partition wall, described vertical load-bearing segmentation wall both sides are provided with single-sided arrangement pipe gallery cabin, and described single-sided arrangement is combined
The opposite side closing piping lane cabin is provided with People's Bank of China cabin；
Being provided with the 4th layer in described third layer, described 4th layer is provided with layer 5, the 4th layer is provided with layer 5
Four cabins, be provided with between described 4th layer of every adjacent cabin and between the most adjacent cabin of described layer 5 safety every
From wall, the both sides of the vertical load-bearing segmentation wall in described 4th layer are provided with lower floor's station wagon dedicated bay, described lower floor
The opposite side of station wagon dedicated bay is provided with lower floor's traffic emergent evacuation cabin；Vertical load-bearing segmentation wall in described layer 5
Both sides be provided with upper strata station wagon dedicated bay；Described upper strata station wagon dedicated bay opposite side is provided with upper strata traffic
Emergency evacuation cabin；The each setting at least respectively of wall side is split for described 4th layer with the close vertical load-bearing in described layer 5
Individual station wagon dedicated Lanes, respectively arrange a continuous way and stop in emergency band outside described station wagon dedicated Lanes；
Being provided with layer 6 on described layer 5, layer 6 preferentially arranges four cabins, arranges between the most adjacent described cabin
Having pipe gallery partition wall, described vertical load-bearing segmentation wall both sides to be provided with low-risk pipe gallery cabin, described low-risk is combined
The opposite side in conjunction piping lane cabin is provided with pipe gallery and reserves cabin；
Two side bottoms of described lower floor station wagon dedicated bay and upper strata station wagon dedicated bay are provided with continuous print anti-collision wall
(20)；
Described 4th layer preferentially uses subsection setup with the vertical load-bearing segmentation wall in layer 5, and in the direction along hole is
Conveniently detachable vertical load-bearing segmentation wall preferentially it is provided with in the range of 1000 meters ~ 3000 meters of the direction in tunnel；
The preferential consistency from top to bottom of pipe gallery partition wall in the described second layer and third layer；
In the described second layer and ground floor the both sides of pipe gallery bearing soleplate intersect with circular cross section concrete shell
Housing pier preferentially it is provided with at node；
Between described bilge tank and rainwater-collecting and interim storage cabin and be provided with multiple between described rainwater cabin and reserved space
UNICOM hole, described hole is provided with water door；Preferential employing concrete ladder connects；
Rainwater-collecting and interim between storage cabin and the People's Bank of China cabin of homonymy, and between the People's Bank of China cabin of reserved space and homonymy all
Being respectively provided with multiple communication passage, described communication passage is the most preferentially provided with water door；
Between the single-sided arrangement pipe gallery cabin of described electric compartment and homonymy, and combustion gas cabin is comprehensive with the single-sided arrangement of homonymy
Close and between piping lane cabin, multiple communication passage is set respectively；
It is respectively provided with multiple communication passage between described People's Bank of China cabin and single-sided arrangement pipe gallery cabin；The People's Bank of China cabin of homonymy and under
Between layer traffic emergent evacuation cabin, and lower floor's traffic emergent evacuation cabin of homonymy and traffic emergent evacuation cabin, upper strata are all provided with
Put multiple communication passage；
Between described lower floor station wagon dedicated bay and lower floor's traffic emergent evacuation cabin, and upper strata station wagon dedicated bay
And between traffic emergent evacuation cabin, upper strata, it is respectively provided with security isolation wall, described security isolation wall is provided with multiple egress door；
Egress door has fire-proof function；
Rainwater-collecting is promptly dredged with interim storage cabin, reserved space, People's Bank of China cabin, lower floor's traffic emergent evacuation cabin, upper strata traffic
Scattered cabin, low-risk pipe gallery cabin, pipe gallery are reserved cabin and are provided with the emergency evacuation passage leading directly to earth's surface, and
Preferentially it is uniformly distributed；
Described rainwater-collecting and interim storage cabin, reserved space, People's Bank of China cabin, lower floor's traffic emergent evacuation cabin, upper strata traffic are tight
Anxious cabin of evacuating is provided with the emergency evacuation passage leading directly to earth's surface, described rainwater-collecting and interim storage cabin, People's Bank of China cabin
, lower floor's traffic emergent evacuation cabin, traffic emergent evacuation cabin, upper strata be the most preferentially interconnected, the reserved space of homonymy, People's Bank of China cabin,
Lower floor's traffic emergent evacuation cabin, traffic emergent evacuation cabin, upper strata are the most preferentially interconnected.
As the preferred technical scheme of one, described circular cross section concrete shell uses water-proof concrete material to make,
The external diameter of described circular cross section concrete shell is preferentially arranged between 15 m ~ 25m, and thickness is preferentially set to the 5% of external diameter
Between ~ 10%, described circular cross section concrete shell preferentially uses assembly flow shop, fabricated seam crossing preferentially to use hoop
The fissure of displacement and longitudinal fissure of displacement；The described hoop fissure of displacement and longitudinal fissure of displacement carry out water-proofing treatment in seam.
As the preferred technical scheme of one, described antiseepage protective layer use cement mortar waterproof layer, coil waterproof layer,
Coating waterproof layer, drainage systems waterproof layer, bentonite waterproof material waterproofing layer one or more, when use a kind of single
During waterproof layer, the preferential waterproof type using more than two-layer and two-layer.
As the preferred technical scheme of one, the passage in described single-sided arrangement pipe gallery cabin is positioned close to integrated pipe
Partition wall side, corridor.
As the preferred technical scheme of one, described pipe gallery bearing soleplate, underground traffic bearing soleplate are preferentially adopted
Use assembly concrete component assembly；Described pipe gallery bearing soleplate and underground traffic bearing soleplate use lattice flute profile
Beam, tee girder, Horse hoof ellbeam or the one of box beam, preferential employing lattice beam channel；Described pipe gallery bearing soleplate and
One end of underground traffic bearing soleplate is connected with vertical load-bearing segmentation wall, and described pipe gallery bearing soleplate and underground are handed over
The other end of logical bearing soleplate is connected with circular cross section concrete shell.
As the preferred technical scheme of one, the cross section of described housing pier is set to right-angled trapezium, described housing pier
Including narrow end pier base, wide end pier top face, pier body is faced directly, pier body installs inclined-plane, and described wide end pier top face is arranged on top,
Said narrow end pier base is arranged on bottom, the width in described wide end pier top face be set to 2 ~ 3 times of narrow end pier base width it
Between；Described housing pier preferentially uses prefabricated assembled concrete structure to make.
As the preferred technical scheme of one, described lattice beam channel includes web, flange plate, circumferential rib, class
Rectangular enclosure, trough plate connecting bolt, be provided with some circumferential ribs between two webs, and described circumferential rib is the most uniform
Distribution, the height of described circumferential rib uses integrated connection less than the clear height of web, the top of described circumferential rib with flange plate；
Being provided with class rectangular enclosure on described circumferential rib, described class rectangular enclosure is set at rectangle, and the corner of rectangle use circle
Arc transition；Trough plate connecting bolt is used to connect between two lattice beam channel adjacent web.
As the preferred technical scheme of one, described natural gas blast resistance construction layer preferentially uses xoncrete structure to make, institute
Stating xoncrete structure and preferentially add fiber, described fiber preferentially uses in carbon fiber, steel fibre, glass fibre and polypropylene fibre
One.
As the preferred technical scheme of one, described anti-collision wall preferentially uses prefabricated assembled assembly.With prior art phase
Relatively, the beneficial effects of the present invention is: (1) is planned as a whole the planning of all kinds of municipal pipeline, built and manage, and solves repeatedly to excavate road
The problems such as face, built on stilts intensive, the pipeline Frequent Accidents of gauze；(2) be conducive to ensureing urban safety, improve city function, beautify city
City's view, promote that city is intensive efficiently and Transformation Development, improve urban carrying capacity and urbanization quality；(3) have
It is beneficial to increase the investment of public product, pull social capital to put into, make the new power of economic development, becomes extensive style, large flat bread city, stand
City's developmental pattern is intensive, solid mode；(4) urban land, air, water source, greenery patches, per capita city space, energy are broken through
The resource environment total amount such as source, environment retrains；(5) traffic congestion, air dirt, noise pollution, visual pollution, city are seen sea,
Greening is not enough, real estate finance transition, degradation carries out comprehensive improvement under the vigor of old town, and changes made in China is Created in China, trains
Educate high-end industry cluster leading in the world.
Accompanying drawing
Fig. 1 is six layers of circular traffic of the present invention, pipe gallery and sponge Urban Underground Complex schematic cross-sectional view；
Fig. 2 is lattice beam channel schematic cross-sectional view；
Fig. 3 is housing pier schematic cross-sectional view.
In figure: 1 is lower floor's station wagon dedicated bay；2 is upper strata station wagon dedicated bay；3 is bilge tank；4 is rainwater cabin；
5 is electric compartment；6 is combustion gas cabin；7 is anti-explosion safety cabin；8 is rainwater-collecting and interim storage cabin；9 is reserved space；10 is People's Bank of China
Cabin；11 is single-sided arrangement pipe gallery cabin；12 is lower floor's traffic emergent evacuation cabin；13 is traffic emergent evacuation cabin, upper strata；14 are
Low-risk pipe gallery cabin；15 reserve cabin for pipe gallery；16 is circular cross section concrete shell；17 is antiseepage protective layer；18
Wall is split for vertical load-bearing；19 is pipe gallery bearing soleplate；20 is underground traffic bearing soleplate；21 is pipe gallery partition wall；
22 is security isolation wall；23 is anti-collision wall；24 is natural gas blast resistance construction layer；25 is housing pier；20-1 is web；20-2 is the wing
Listrium；20-3 be circumferential rib 20-4 be class rectangular enclosure；20-5 is trough plate connecting bolt；25-1 is narrow end pier base；25-2
For wide end pier top face；25-3 is that pier body is faced directly；25-4 is that pier body installs inclined-plane.
Detailed description of the invention
In order to further illustrate the present invention, below in conjunction with the accompanying drawings and the present invention is described in detail by embodiment, but not
They can be interpreted as limiting the scope of the present invention.
As shown in Fig. 1 ~ Fig. 3, six layers of circular traffic, pipe gallery and sponge Urban Underground Complex, a kind of six layers of circle
Traffic, pipe gallery and sponge Urban Underground Complex, it is characterised in that: include that lower floor's station wagon dedicated bay 1, upper strata are small-sized
Passenger vehicle dedicated bay 2, bilge tank 3, rainwater cabin 4, electric compartment 5, combustion gas cabin 6, anti-explosion safety cabin 7, rainwater-collecting and interim storage cabin
8, reserved space 9, People's Bank of China cabin 10, single-sided arrangement pipe gallery cabin 11, lower floor's traffic emergent evacuation cabin 12, upper strata traffic emergent evacuation
Cabin 13, low-risk pipe gallery cabin 14, pipe gallery are reserved cabin 15, circular cross section concrete shell 16, antiseepage protective layer 17, are erected
Wall 18, pipe gallery bearing soleplate 19, underground traffic bearing soleplate 20, pipe gallery partition wall 21, security isolation is split to load-bearing
Wall 22, anti-collision wall 23, natural gas blast resistance construction layer 24, housing pier 25, web 20-1, flange plate 20-2, circumferential rib 20-3, class square
Shape cavity 20-4, trough plate connecting bolt 20-5, narrow end pier base 25-1, wide end pier top face 25-2, pier body face 25-3, pier body directly
Inclined-plane 25-4 is installed；
Described circular cross section concrete shell 16 is provided in round water-proof concrete shell, described circular cross section concrete shell 16
Outside is provided with antiseepage protective layer 17；The transverse section vertical axis of described circular cross section concrete shell 16 is provided with vertical load-bearing
Segmentation wall 18；
Described circular cross section concrete shell 16 is internal arranges 5 layers of load-bearing horizontal plate from bottom to top, and lower two layers is set to combine
Closing piping lane bearing soleplate 19, middle two-layer is set to underground traffic bearing soleplate 20, and the superiors are set at the bottom of pipe gallery load-bearing
Plate 19；Described 5 layers of load-bearing horizontal plate, vertical load-bearing segmentation wall 18 and circular cross section concrete shell 16 collectively form transverse and longitudinal and hand over
The lattice circular cross section concrete shell of wrong space-load；
Bottom within described circular cross section concrete shell 16 is ground floor, and described ground floor is provided with two class trianglees
Cabin, two class triangle cabins are with vertical load-bearing segmentation wall 18 as axial symmetry, and in said two class triangle cabin, one is set to dirt
Water tank 3；Another in said two class triangle cabin is set to rainwater cabin 4, be provided with sewage conduct in described bilge tank 3,
Storm sewer it is provided with in described rainwater cabin 4, described bilge tank 3 and the circular cross section concrete shell 16 of rainwater cabin 4 surrounding, perpendicular
Water-proof concrete material is all used to make to load-bearing segmentation wall 18, pipe gallery bearing soleplate 19；
Being provided with the second layer on described ground floor, the second layer is provided with four cabins, is provided with between the most adjacent described cabin
Pipe gallery partition wall 21, the side of described vertical load-bearing segmentation wall 18 is provided with electric compartment 5, and the opposite side of described electric compartment 5 sets
It is equipped with rainwater-collecting and interim storage cabin 8；The opposite side of described vertical load-bearing segmentation wall 18 is provided with combustion gas cabin 6；Described combustion gas
Being provided with anti-explosion safety cabin 7 in cabin 6, described anti-explosion safety cabin 7 may be configured as individually separating cabin, it is possible to inside combustion gas cabin 6
Setting up removable explosion-proof link plate, the opposite side in described combustion gas cabin 6 is provided with reserved space 9；
Described reserved space 9, rainwater-collecting and the circular cross section concrete shell 16 of interim storage cabin 8 periphery, pipe gallery load-bearing
Base plate 19, pipe gallery partition wall 21 preferentially use water-proof concrete panel material to make；
Being provided with third layer on the described second layer, third layer is provided with four cabins, is provided with between the most adjacent described cabin
Pipe gallery partition wall 21, described vertical load-bearing segmentation wall 18 both sides are provided with single-sided arrangement pipe gallery cabin 11, described unilateral cloth
The opposite side putting pipe gallery cabin 11 is provided with People's Bank of China cabin 10；
Being provided with the 4th layer in described third layer, described 4th layer is provided with layer 5, the 4th layer is provided with layer 5
Four cabins, be provided with between described 4th layer of every adjacent cabin and between the most adjacent cabin of described layer 5 safety every
From wall 22, the both sides of the vertical load-bearing segmentation wall 18 in described 4th layer are provided with lower floor's station wagon dedicated bay 1, described under
The opposite side of layer station wagon dedicated bay 1 is provided with lower floor's traffic emergent evacuation cabin 12；Vertical load-bearing in described layer 5 divides
The both sides cutting wall 18 are provided with upper strata station wagon dedicated bay 2；Described upper strata station wagon dedicated bay 2 opposite side is provided with
Traffic emergent evacuation cabin, upper strata 13；Wall 18 side is split respectively for described 4th layer with the close vertical load-bearing in described layer 5
Arranging at least one station wagon dedicated Lanes, the most each outside described station wagon dedicated Lanes to arrange a continuous way urgent
Lay-by；
Being provided with layer 6 on described layer 5, layer 6 preferentially arranges four cabins, arranges between the most adjacent described cabin
Pipe gallery partition wall 21, described vertical load-bearing segmentation wall 18 both sides is had to be provided with low-risk pipe gallery cabin 14, described low wind
The opposite side in pipe gallery cabin 14, danger is provided with pipe gallery and reserves cabin 15；
Two side bottoms of described lower floor station wagon dedicated bay 1 and upper strata station wagon dedicated bay 2 are provided with continuous print anti-collision wall
(20)；
Described 4th layer preferentially uses subsection setup with the vertical load-bearing segmentation wall 18 in layer 5, and in the direction along hole is
Conveniently detachable vertical load-bearing segmentation wall 18 preferentially it is provided with in the range of 1000 meters ~ 3000 meters of the direction in tunnel；
The preferential consistency from top to bottom of pipe gallery partition wall 21 in the described second layer and third layer；
In the described second layer and ground floor the both sides of pipe gallery bearing soleplate 19 and circular cross section concrete shell 16 phase
Hand over and be preferentially provided with housing pier 25 at node；
Between described bilge tank 3 and rainwater-collecting and interim storage cabin 8 and be provided with many between described rainwater cabin 4 and reserved space 9
Individual UNICOM hole, described hole is provided with water door；
Rainwater-collecting and interim between storage cabin 8 and the People's Bank of China cabin 10 of homonymy, and between the People's Bank of China cabin 10 of reserved space 9 and homonymy
Arranging multiple communication passage respectively, described communication passage is the most preferentially provided with water door；
Between the single-sided arrangement pipe gallery cabin 11 of described electric compartment 5 and homonymy, and combustion gas cabin 6 is comprehensive with the single-sided arrangement of homonymy
Close and between piping lane cabin 11, multiple communication passage is set respectively；
It is respectively provided with multiple communication passage between described People's Bank of China cabin 10 and single-sided arrangement pipe gallery cabin 11；People's Bank of China cabin 10 He of homonymy
Between lower floor's traffic emergent evacuation cabin 12, and lower floor's traffic emergent evacuation cabin 12 of homonymy and traffic emergent evacuation cabin, upper strata 13
It is respectively provided with multiple communication passage；
Between described lower floor station wagon dedicated bay 1 and lower floor's traffic emergent evacuation cabin 12, and upper strata station wagon dedicated bay 2
And between traffic emergent evacuation cabin, upper strata 13, it is respectively provided with security isolation wall 22, described security isolation wall 22 is provided with multiple evacuation
Door；
Rainwater-collecting and interim storage cabin 8, reserved space 9, People's Bank of China cabin 10, lower floor's traffic emergent evacuation cabin 12, upper strata traffic are urgent
Evacuate cabin 13, low-risk pipe gallery cabin 14, pipe gallery are reserved cabin 15 and are provided with and lead directly to the emergency evacuation on earth's surface and lead to
Road, and be preferentially uniformly distributed；
Described rainwater-collecting and interim storage cabin 8, reserved space 9, People's Bank of China cabin 10, lower floor's traffic emergent evacuation cabin 12, upper strata traffic
Emergency evacuation cabin 13 is provided with the emergency evacuation passage leading directly to earth's surface, described rainwater-collecting and interim storage cabin 8, People's Bank of China
Cabin 10, lower floor's traffic emergent evacuation cabin 12, traffic emergent evacuation cabin, upper strata 13 are the most preferentially interconnected, the reserved space 9 of homonymy, people
Row cabin 10, lower floor's traffic emergent evacuation cabin 12, traffic emergent evacuation cabin, upper strata 13 are the most preferentially interconnected.
As the preferred technical scheme of one, described circular cross section concrete shell 16 uses water-proof concrete material system
Becoming, the external diameter of described circular cross section concrete shell 16 is preferentially arranged between 15 m ~ 25m, and thickness is preferentially set to external diameter
5% ~ 10% between, described circular cross section concrete shell 16 preferentially uses assembly flow shop, fabricated seam crossing preferentially to adopt
With the hoop fissure of displacement and longitudinal fissure of displacement；The described hoop fissure of displacement and longitudinal fissure of displacement carry out water-proofing treatment in seam.
As the preferred technical scheme of one, described antiseepage protective layer 17 use cement mortar waterproof layer, coil waterproof layer,
Coating waterproof layer, drainage systems waterproof layer, bentonite waterproof material waterproofing layer one or more, when use a kind of single
During waterproof layer, the preferential waterproof type using more than two-layer and two-layer.
As the preferred technical scheme of one, the passage in described single-sided arrangement pipe gallery cabin 11 is positioned close to integrated pipe
Corridor partition wall 21 side.
As the preferred technical scheme of one, described pipe gallery bearing soleplate 19, underground traffic bearing soleplate 20 are preferential
Use assembly concrete component assembly；Described pipe gallery bearing soleplate 19 and underground traffic bearing soleplate 20 use lattice
Beam channel, tee girder, Horse hoof ellbeam or the one of box beam, preferential employing lattice beam channel；Described pipe gallery bearing soleplate
19 are connected with vertical load-bearing segmentation wall 18 with one end of underground traffic bearing soleplate 20, described pipe gallery bearing soleplate 19 He
The other end of underground traffic bearing soleplate 20 is connected with circular cross section concrete shell 16.
As the preferred technical scheme of one, the cross section of described housing pier 25 is set to right-angled trapezium, described housing pier
25 include that narrow end pier base 25-1, wide end pier top face 25-2, pier body face 25-3 directly, pier body installs inclined-plane 25-4, described wide end pier
End face 25-2 is arranged on top, and said narrow end pier base 25-1 is arranged on bottom, and the width of described wide end pier top face 25-2 sets
It is set between 2 ~ 3 times of narrow end pier base 25-1 width；Described housing pier 25 preferentially uses prefabricated assembled concrete structure system
Become.
As the preferred technical scheme of one, described lattice beam channel includes web 20-1, flange plate 20-2, annular
Rib 20-3, class rectangular enclosure 20-4, trough plate connecting bolt 20-5, be provided with some circumferential rib 20-between two web 20-1
3, described circumferential rib 20-3 is preferentially uniformly distributed, the height of the described circumferential rib 20-3 clear height less than web 20-1, described annular
The top of rib 20-3 uses integrated connection with flange plate 20-2；Class rectangular enclosure 20-4, institute it is provided with on described circumferential rib 20-3
State class rectangular enclosure 20-4 and be set at rectangle, and the corner of rectangle use arc transition；Two adjacent abdomens of lattice beam channel
Trough plate connecting bolt 20-5 is used to connect between plate 20-1.
As the preferred technical scheme of one, described natural gas blast resistance construction layer 24 preferentially uses xoncrete structure to make,
Described xoncrete structure preferentially adds fiber, and described fiber preferentially uses carbon fiber, steel fibre, glass fibre and polypropylene fibre
In one.
As the preferred technical scheme of one, described anti-collision wall 23 preferentially uses prefabricated assembled assembly.
The above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For Yuan, under the premise without departing from the principles of the invention, it is also possible to make some improvements and modifications, these improvements and modifications also should
It is considered as protection scope of the present invention.
Claims (9)
1. six layers of circular traffic, pipe gallery and sponge Urban Underground Complex, it is characterised in that: include that lower floor's station wagon is special
By cabin (1), upper strata station wagon dedicated bay (2), bilge tank (3), rainwater cabin (4), electric compartment (5), combustion gas cabin (6), explosion-proof peace
Full cabin (7), rainwater-collecting and interim storage cabin (8), reserved space (9), People's Bank of China cabin (10), single-sided arrangement pipe gallery cabin (11),
Lower floor's traffic emergent evacuation cabin (12), traffic emergent evacuation cabin, upper strata (13), low-risk pipe gallery cabin (14), pipe gallery are pre-
Cabin (15), circular cross section concrete shell (16), antiseepage protective layer (17), vertical load-bearing segmentation wall (18), pipe gallery is stayed to hold
Weight base plate (19), underground traffic bearing soleplate (20), pipe gallery partition wall (21), security isolation wall (22), anti-collision wall (23), sky
So gas blast resistance construction layer (24), housing pier (25), web (20-1), flange plate (20-2), circumferential rib (20-3), class rectangular enclosure
(20-4), trough plate connecting bolt (20-5), narrow end pier base (25-1), wide end pier top face (25-2), pier body face directly (25-3),
Pier body installs inclined-plane (25-4)；
Described circular cross section concrete shell (16) is provided in round water-proof concrete shell, described circular cross section concrete shell
(16) outside is provided with antiseepage protective layer (17)；The transverse section vertical axis of described circular cross section concrete shell (16) is provided with
Vertical load-bearing segmentation wall (18)；
Described circular cross section concrete shell (16) is internal arranges 5 layers of load-bearing horizontal plate from bottom to top, and lower two layers is set to
Pipe gallery bearing soleplate (19), middle two-layer is set to underground traffic bearing soleplate (20), and the superiors are set to pipe gallery
Bearing soleplate (19)；Described 5 layers of load-bearing horizontal plate, vertical load-bearing segmentation wall (18) and circular cross section concrete shell (16) are altogether
With the lattice circular cross section concrete shell constituting the staggered space-load of transverse and longitudinal；
The bottom that described circular cross section concrete shell (16) is internal is ground floor, and described ground floor is provided with two class trianglees
Cabin, two class triangle cabins are with vertical load-bearing segmentation wall (18) as axial symmetry, and in said two class triangle cabin, one is set to
Bilge tank (3)；Another in said two class triangle cabin is set to rainwater cabin (4), and described bilge tank is provided with dirt in (3)
Waterpipe, is provided with storm sewer in described rainwater cabin (4), the circular cross section of described bilge tank (3) and rainwater cabin (4) surrounding mixes
Solidifying soil cursting body (16), vertical load-bearing segmentation wall (18), pipe gallery bearing soleplate (19) all use water-proof concrete material to make；
Being provided with the second layer on described ground floor, the described second layer is provided with four cabins, sets between the most adjacent described cabin
Being equipped with pipe gallery partition wall (21), the side of described vertical load-bearing segmentation wall (18) is provided with electric compartment (5), described electric compartment
(5) opposite side is provided with rainwater-collecting and interim storage cabin (8)；The opposite side of described vertical load-bearing segmentation wall (18) is provided with
Combustion gas cabin (6)；Being provided with anti-explosion safety cabin (7) in described combustion gas cabin (6), described anti-explosion safety cabin (7) may be configured as individually
Separate cabin, it is possible to setting up removable explosion-proof link plate in combustion gas cabin (6) inside, the opposite side of described combustion gas cabin (6) is provided with standby
With cabin (9)；
Described reserved space (9), rainwater-collecting and the circular cross section concrete shell (16) of interim storage cabin (8) periphery, integrated pipe
Corridor bearing soleplate (19), pipe gallery partition wall (21) preferentially use water-proof concrete panel material to make；
Being provided with third layer on the described second layer, third layer is provided with four cabins, is provided with between the most adjacent described cabin
Pipe gallery partition wall (21), described vertical load-bearing segmentation wall (18) both sides are provided with single-sided arrangement pipe gallery cabin (11), described
The opposite side in single-sided arrangement pipe gallery cabin (11) is provided with People's Bank of China cabin (10)；
Being provided with the 4th layer in described third layer, described 4th layer is provided with layer 5, the 4th layer is provided with layer 5
Four cabins, be provided with between described 4th layer of every adjacent cabin and between the most adjacent cabin of described layer 5 safety every
From wall (22), the both sides of vertical load-bearing segmentation wall (18) in described 4th layer are provided with lower floor's station wagon dedicated bay (1),
The opposite side of described lower floor's station wagon dedicated bay (1) is provided with lower floor's traffic emergent evacuation cabin (12)；In described layer 5
The both sides of vertical load-bearing segmentation wall (18) are provided with upper strata station wagon dedicated bay (2)；Described upper strata station wagon dedicated bay
(2) opposite side is provided with traffic emergent evacuation cabin, upper strata (13)；Close vertical load-bearing in described 4th layer and described layer 5
The most each at least one the station wagon dedicated Lanes that arrange in segmentation wall (18) side, outside described station wagon dedicated Lanes respectively
Respectively arrange a continuous way to stop in emergency band；
Being provided with layer 6 on described layer 5, layer 6 preferentially arranges four cabins, arranges between the most adjacent described cabin
Pipe gallery partition wall (21), described vertical load-bearing segmentation wall (18) both sides is had to be provided with low-risk pipe gallery cabin (14), institute
State the opposite side in low-risk pipe gallery cabin (14) to be provided with pipe gallery and reserve cabin (15)；
Two side bottoms on described lower floor's station wagon dedicated bay (1) and upper strata station wagon dedicated bay (2) are provided with continuous print to be prevented
Hit wall (20)；
Described 4th layer preferentially uses subsection setup with vertical load-bearing segmentation wall (18) in layer 5, and in the direction along hole
I.e. preferentially it is provided with conveniently detachable vertical load-bearing segmentation wall (18) in the range of 1000 meters ~ 3000 meters of the direction in tunnel；
The preferential consistency from top to bottom of pipe gallery partition wall (21) in the described second layer and third layer；
In the described second layer and ground floor both sides and the circular cross section concrete shell of pipe gallery bearing soleplate (19)
(16) housing pier (25) preferentially it is provided with at crossed node；
Between described bilge tank (3) and rainwater-collecting and interim storage cabin (8) and between described rainwater cabin (4) and reserved space (9)
Being provided with multiple UNICOMs hole, described hole is provided with water door；
Between the People's Bank of China cabin (10) of rainwater-collecting and interim storage cabin (8) and homonymy, and the People's Bank of China cabin of reserved space (9) and homonymy
(10) arranging multiple communication passage between respectively, described communication passage is the most preferentially provided with water door；
Between the single-sided arrangement pipe gallery cabin (11) of described electric compartment (5) and homonymy, and combustion gas cabin (6) and the one side of homonymy
Arrange and between pipe gallery cabin (11), multiple communication passage is set respectively；
It is respectively provided with multiple communication passage between described People's Bank of China cabin (10) and single-sided arrangement pipe gallery cabin (11)；The People's Bank of China cabin of homonymy
(10) and between lower floor's traffic emergent evacuation cabin (12), and lower floor's traffic emergent evacuation cabin (12) of homonymy and upper strata traffic tight
Anxious cabin (13) of evacuating is respectively provided with multiple communication passage；
Between described lower floor's station wagon dedicated bay (1) and lower floor's traffic emergent evacuation cabin (12), and upper strata station wagon is special
With being respectively provided with security isolation wall (22) between cabin (2) and traffic emergent evacuation cabin, upper strata (13), on described security isolation wall (22)
It is provided with multiple egress door；
Rainwater-collecting and interim storage cabin (8), reserved space (9), People's Bank of China cabin (10), lower floor's traffic emergent evacuation cabin (12), upper strata
Traffic emergent evacuation cabin (13), low-risk pipe gallery cabin (14), pipe gallery are reserved cabin (15) and are provided with and lead directly to ground
The emergency evacuation passage of table, and be preferentially uniformly distributed；
Described rainwater-collecting and interim storage cabin (8), reserved space (9), People's Bank of China cabin (10), lower floor's traffic emergent evacuation cabin (12),
Traffic emergent evacuation cabin, upper strata (13) is provided with the emergency evacuation passage leading directly to earth's surface, described rainwater-collecting with deposit temporarily
Storage cabin (8), People's Bank of China cabin (10), lower floor's traffic emergent evacuation cabin (12), traffic emergent evacuation cabin, upper strata (13) all preferentially interconnect mutually
Logical, the reserved space (9) of homonymy, People's Bank of China cabin (10), lower floor's traffic emergent evacuation cabin (12), traffic emergent evacuation cabin, upper strata (13)
The most preferentially it is interconnected.
Six layers of circular traffic the most according to claim 1, pipe gallery and sponge Urban Underground Complex, its feature exists
In: described circular cross section concrete shell (16) uses water-proof concrete material to make, described circular cross section concrete shell
(16) external diameter is preferentially arranged between 15 m ~ 25m, and thickness be preferentially set to external diameter 5% ~ 10% between, described circle break
Surface concrete housing (16) preferentially uses assembly flow shop, fabricated seam crossing preferentially to use the hoop fissure of displacement and longitudinal fissure of displacement；
The described hoop fissure of displacement and longitudinal fissure of displacement carry out water-proofing treatment in seam.
Six layers of circular traffic the most according to claim 1, pipe gallery and sponge Urban Underground Complex, its feature exists
In: described antiseepage protective layer (17) uses cement mortar waterproof layer, coil waterproof layer, coating waterproof layer, drainage systems waterproof
Layer, bentonite waterproof material waterproofing layer one or more, when using a kind of single waterproof layer, preferential use two-layer and two
The waterproof type that layer is above.
Six layers of circular traffic the most according to claim 1, pipe gallery and sponge Urban Underground Complex, its feature exists
In: the passage of described single-sided arrangement pipe gallery cabin (11) is positioned close to pipe gallery partition wall (21) side.
Six layers of circular traffic the most according to claim 1, pipe gallery and sponge Urban Underground Complex, its feature exists
In: described pipe gallery bearing soleplate (19), underground traffic bearing soleplate (20) preferentially use assembly concrete component assembly；
Described pipe gallery bearing soleplate (19) and underground traffic bearing soleplate (20) use lattice beam channel, tee girder, Horse hoof ellbeam
Or the one of box beam, preferential employing lattice beam channel；At the bottom of described pipe gallery bearing soleplate (19) and underground traffic load-bearing
One end of plate (20) is connected with vertical load-bearing segmentation wall (18), described pipe gallery bearing soleplate (19) and underground traffic load-bearing
The other end of base plate (20) is connected with circular cross section concrete shell (16).
Six layers of circular traffic the most according to claim 1, pipe gallery and sponge Urban Underground Complex, its feature exists
In: the cross section of described housing pier (25) is set to right-angled trapezium, and described housing pier (25) includes narrow end pier base (25-1), width
End pier top face (25-2), pier body face (25-3) directly, pier body installs inclined-plane (25-4), and described wide end pier top face (25-2) is arranged on top
Portion, said narrow end pier base (25-1) is arranged on bottom, and the width of described wide end pier top face (25-2) is set at the bottom of narrow end pier
Between 2 ~ 3 times of seat (25-1) width；Described housing pier (25) preferentially uses prefabricated assembled concrete structure to make.
Six layers of circular traffic the most according to claim 5, pipe gallery and sponge Urban Underground Complex, its feature exists
In: described lattice beam channel includes web (20-1), flange plate (20-2), circumferential rib (20-3), class rectangular enclosure (20-
4), trough plate connecting bolt (20-5), between two webs (20-1), be provided with some circumferential ribs (20-3), described circumferential rib
(20-3) being preferentially uniformly distributed, the height of described circumferential rib (20-3) is less than the clear height of web (20-1), described circumferential rib (20-
3) top uses integrated connection with flange plate (20-2)；Class rectangular enclosure (20-4) it is provided with on described circumferential rib (20-3),
Described class rectangular enclosure (20-4) is set at rectangle, and the corner of rectangle use arc transition；Two lattice beam channel phases
Trough plate connecting bolt (20-5) is used to connect between adjacent web (20-1).
Six layers of circular traffic the most according to claim 1, pipe gallery and sponge Urban Underground Complex, its feature exists
In: described natural gas blast resistance construction layer (24) preferentially uses xoncrete structure to make, and described xoncrete structure preferentially adds fiber,
Described fiber preferentially uses the one in carbon fiber, steel fibre, glass fibre and polypropylene fibre.
Six layers of circular traffic the most according to claim 1, pipe gallery and sponge Urban Underground Complex, its feature exists
In: described anti-collision wall (23) preferentially uses prefabricated assembled assembly.
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| 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 |
| CN107142963A (en) * | 2017-06-29 | 2017-09-08 | 浙江鑫宙竹基复合材料科技有限公司 | Piping lane inner supporting structure and the compound piping lane of bamboo with the supporting construction |
| CN107326926A (en) * | 2017-07-26 | 2017-11-07 | 天津大学 | A kind of city emergency drainage system with rapid transit and underground pipe gallery function |
| CN107387157A (en) * | 2017-09-10 | 2017-11-24 | 沈阳建筑大学 | A kind of buried large-scale anti-war ball-type Dungeon of taking precautions against natural calamities |
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| CN109339197A (en) * | 2018-11-07 | 2019-02-15 | 孙孝仁 | The masonry construction and method of town and country lavatory water, sewage and sleet water are administered in a kind of classification |
| CN110468875A (en) * | 2019-08-05 | 2019-11-19 | 中铁第五勘察设计院集团有限公司 | City integrated piping lane |
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| CN107326926A (en) * | 2017-07-26 | 2017-11-07 | 天津大学 | A kind of city emergency drainage system with rapid transit and underground pipe gallery function |
| CN107387157A (en) * | 2017-09-10 | 2017-11-24 | 沈阳建筑大学 | A kind of buried large-scale anti-war ball-type Dungeon of taking precautions against natural calamities |
| CN109339197A (en) * | 2018-11-07 | 2019-02-15 | 孙孝仁 | The masonry construction and method of town and country lavatory water, sewage and sleet water are administered in a kind of classification |
| CN111321756A (en) * | 2018-12-13 | 2020-06-23 | 中冶京诚工程技术有限公司 | Comprehensive pipe gallery with comprehensive support |
| CN110468875A (en) * | 2019-08-05 | 2019-11-19 | 中铁第五勘察设计院集团有限公司 | City integrated piping lane |
| CN111733877A (en) * | 2020-07-03 | 2020-10-02 | 中国人民解放军陆军工程大学 | Anti-gas explosion's utility tunnel |
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