CN106013226B - Double Circle section Urban Underground Complex - Google Patents
Double Circle section Urban Underground Complex Download PDFInfo
- Publication number
- CN106013226B CN106013226B CN201610449621.7A CN201610449621A CN106013226B CN 106013226 B CN106013226 B CN 106013226B CN 201610449621 A CN201610449621 A CN 201610449621A CN 106013226 B CN106013226 B CN 106013226B
- Authority
- CN
- China
- Prior art keywords
- layer
- cabin
- traffic
- pipe gallery
- double circle
- 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.)
- Active
Links
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
- E02D29/10—Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Oil, Petroleum & Natural Gas (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
A kind of Double Circle section Urban Underground Complex; the section outer profile of Double Circle section concrete shell is Double Circle; antiseepage protective layer is provided with outside it, double round junctions arrange vertical load-bearing ddividing wall, Double Circle section concrete shell is separated into two symmetrical cavitys；The layout of both sides wall is using vertical load-bearing ddividing wall as axial symmetry；A layer bearing plate is respectively set in the cavity of both sides, and the equal consistency from top to bottom in both sides, bearing plate is respectively from bottom to top bottom pipe gallery bottom plate, lower layer's traffic layer bottom plate, upper layer traffic layer bottom plate, upper layer traffic layer top plate, top pipe gallery top plate, and top-bottom layout is using upper layer traffic layer bottom plate as axial symmetry；The both sides cavity is by total bearing plate delamination, and from top to bottom, first layer is sponge city layer, and the second layer is pipe gallery layer, and third layer and the 4th layer are traffic layer, and layer 5 is pipe gallery layer, and layer 6 is Multifunctional layered.
Description
Technical field
The invention belongs to Impacts Evaluation of Urban Tunnel engineering fields and urban operating mechanism technical field, more particularly to a kind of Double Circle
Section Urban Underground Complex.
Background technology
Urban transportation is built like a raging fire at present, as country is pushed further into pipe gallery, sponge Urban strategy, China
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 comprehensive
The demand of the Urban Underground Complex in conjunction piping lane, Urban Underground expressway, urban underground construction space " is huge.
The exploitation and construction of Japan and the American-European underground space maintain the leading position, and advocate at first and propose underground city and city
The synthesization of city's underground space and three-dimensional utility strategies, nineteen ninety propose Tokyo Declaration：The Devoting Major Efforts To Developing underground space starts people
Class new cave period, International Tunnelling Association in 2010 expand to tunnel and underground space association and declare：21 century is underground
The century in space.
To marking international metropolis, become extensive style, booth large flat bread urban development pattern into intensive, solid mode, to underground
Want space；Break through urban land, air, water source, greenery patches, the per capita constraint of the resource environments total amount such as city space, the energy, environment；
Sea, greening deficiency, real estate finance transition, old town are seen to traffic congestion, air dirt, noise pollution, visual pollution, city
The urban disease that the tricks such as vigor decline incur life carries out comprehensive improvement；Change made in China cultivates height leading in the world into Created in China
Hold industry cluster.
Cities of Foreign Countries underground space development is with a long history, mostly combines commercial facility with Large Underground transport hub and stops
Parking lot holds underground space synthesis type presentation of a variety of traffic forms in one.In the world, Japan and America and Europe are in underground sky
Between exploitation and construction maintain the leading position, advocate and propose synthesization and the solid in underground city and urban underground space at first
Change utility strategies.It totally sees, whens underground space synthesis many countries for including multiple transportation modes or multiple functions has
It is existing, there is not yet collection " Urban Underground pipe gallery, Urban Underground expressway, urban underground construction space " Urban Underground synthesis
Body type.Therefore, there is an urgent need to develop underground space synthesises, adapt to national green building and the strategy of sustainable development.
Invention content
It is an object of the invention to solve " traffic congestion, sponge city, pipe gallery " integrated World Cities hair
Exhibition problem saves construction investment and makes the green ecological ideal city offer technical side of " on the ground, object and vehicle are in underground by people "
Case.
To achieve the goals above, the technical solution adopted by the present invention is：
A kind of Double Circle section Urban Underground Complex, composition includes Double Circle section concrete shell, vertical load-bearing
Ddividing wall and cavity；The section outer profile of the Double Circle section concrete shell is Double Circle, and two diameter of a circles are equal,
Outside is provided with antiseepage protective layer, and double round junctions arrange vertical load-bearing ddividing wall, Double Circle section concrete shell is separated
At two symmetrical cavitys；The layout of both sides cavity is using vertical load-bearing ddividing wall as axial symmetry；
A layer bearing plate, and the equal consistency from top to bottom in both sides are respectively set in the cavity of both sides, bearing plate is respectively bottom from bottom to top
Portion's pipe gallery bottom plate, lower layer's traffic layer bottom plate, upper layer traffic layer bottom plate, upper layer traffic layer top plate, top pipe gallery top plate,
Top-bottom layout is using upper layer traffic layer bottom plate as axial symmetry；The both sides cavity is by total bearing plate delamination, from top to bottom, first layer
For sponge city layer, the second layer is pipe gallery layer, and third layer and the 4th layer are traffic layer, and layer 5 is pipe gallery layer, the
Six layers are Multifunctional layered；The bottom pipe gallery bottom plate, lower layer's traffic layer bottom plate and both sides Double Circle section concrete shell
Shell pier is preferentially used at crossed node.
Double Circle section concrete shell, vertical load-bearing ddividing wall, bottom pipe gallery bottom plate, top pipe gallery top
Plate, lower layer's traffic layer bottom plate, upper layer traffic layer bottom plate, upper layer traffic layer top plate collectively form the space-load lattice that transverse and longitudinal is interlocked
Formula structure；
A cabin is preferentially arranged in the first layer sponge city layer left and right sides, respectively as sponge city dedicated bay one
With sponge city dedicated bay two, bottom pipe gallery bottom plate uses water-proof concrete；
3 ~ 5 cabins are preferentially set at left and right sides of the second layer pipe gallery layer, close to vertical load-bearing ddividing wall or so
The cabin of both sides is preferentially used as water tank and spare water tank；It is preferentially used as spare escape far from the cabin at left and right sides of vertical load-bearing ddividing wall
Cabin one and spare escape compartment two；Close to the cabin of the water tank and spare water tank respectively preferentially as electric compartment, combustion gas cabin, the second layer
Remaining cabin of pipe gallery layer is respectively as other pipe gallery cabins；Sponge city dedicated bay one is arranged multiple standby towards homonymy
With the escape way of escape compartment one, it is logical that multiple safety towards the spare escape compartment of homonymy two are arranged in sponge city dedicated bay two
Road；It is logical that the safety being connect with water tank, the pipe gallery cabin of homonymy, electric compartment is preferentially arranged in sponge city dedicated bay one respectively
Road；The peace being connect with the pipe gallery cabin of spare water tank, combustion gas cabin, homonymy is preferentially arranged respectively in sponge city dedicated bay two
Full tunnel；The escape way being directly connected to sponge city dedicated bay one and sponge city dedicated bay two is respectively mounted water door；
Lower layer's station wagon dedicated bay is respectively set at left and right sides of vertical load-bearing ddividing wall in the third layer traffic layer
One, lower layer's station wagon dedicated bay two, far from vertical load-bearing ddividing wall side, the third layer traffic layer left and right sides is respectively set
Lower layer's traffic emergent evacuation cabin one, lower layer's traffic emergent evacuation cabin two；
Upper layer station wagon dedicated bay is respectively set at left and right sides of vertical load-bearing ddividing wall in the 4th layer of traffic layer
One, upper layer station wagon dedicated bay two, far from vertical load-bearing ddividing wall side, the 4th layer of traffic layer left and right sides is respectively set
Upper layer traffic emergent evacuation cabin one, upper layer traffic emergent evacuation cabin two；It is handed in lower layer's station wagon dedicated bay one and lower layer
Between logical emergency evacuation cabin one, between lower layer's station wagon dedicated bay two and lower layer's traffic emergent evacuation cabin two, the small-sized visitor in upper layer
Between vehicle dedicated bay one and upper layer traffic emergent evacuation cabin one, upper layer station wagon dedicated bay two and upper layer traffic emergent evacuation cabin
It is respectively provided with security isolation wall between two, and the safety door of multiple unicom is set, security isolation wall 41 and safety door all have fire prevention
Function；It is small on lower layer's station wagon dedicated bay one, lower layer's station wagon dedicated bay two, upper layer station wagon dedicated bay one, upper layer
It is respectively mounted anti-collision wall in the vertical load-bearing ddividing wall and security isolation wall of two both sides of type car dedicated bay；
3 ~ 5 cabins are preferentially set at left and right sides of the layer 5 pipe gallery layer, close to the cabin of vertical load-bearing ddividing wall
And the cabin far from vertical load-bearing ddividing wall is respectively preferentially as reserved space three, reserved space four, reserved space one, reserved space two, it is comprehensive
Remaining cabin of piping lane layer is closed as pipe gallery dedicated bay；
One cabin, respectively Multifunctional cabin one, Multifunctional cabin are preferentially set at left and right sides of the layer 6 Multifunctional layered
Two, people's row cabin or other functions are can be used as, two cabins all have rescue and emergency evacuation function；
It is equipped between each cabin of the layer 5 pipe gallery layer of the Multifunctional cabin one, Multifunctional cabin two and homonymy multiple
Escape way；The spare escape compartment one, spare escape compartment two, Multifunctional cabin one, Multifunctional cabin two have multiple towards ground
Safe escape channel；
Trend along hole is the direction in tunnel, every 1000 meters, dedicated bay one, spare escape compartment in the sponge city
One, preferentially it is arranged between lower layer's traffic emergent evacuation cabin one, upper layer traffic emergent evacuation cabin one, reserved space one, Multifunctional cabin one
The escape way of one or more unicom up and down, and have an escape way for leading to earth's surface；The dedicated bay two, standby in sponge city
With between escape compartment two, lower layer's traffic emergent evacuation cabin two, upper layer traffic emergent evacuation cabin two, reserved space two, Multifunctional cabin two
The escape way of the one or more unicom up and down of preferential setting, and have an escape way for leading to earth's surface；
The Double Circle section concrete shell use water-proof concrete, thickness be preferentially use single round outer diameter 5 ~
10%, assembly flow shop is preferentially used, assembly seam preferentially uses the circumferential fissure of displacement and longitudinal fissure of displacement, and seam carries out water-proofing treatment.
It is anti-that cement mortar waterproof layer, coil waterproof layer, coating waterproof layer, drainage systems can be used in the antiseepage protective layer
Water layer, bentonite waterproof material waterproofing layer it is one or more.
Lower layer's traffic layer bottom plate and concrete component below preferentially use water-proof concrete.
Lower layer's traffic layer bottom plate, upper layer traffic layer bottom plate, upper layer traffic layer top plate preferentially use assembly concrete
Component assembly, assembly concrete component use beam channel, tee girder, horseshoe ellbeam or box beam, preferentially use lattice flute profile
Beam；Lower layer's traffic layer bottom plate, upper layer traffic layer bottom plate, upper layer traffic layer top plate one end are connect with vertical load-bearing ddividing wall,
The other end is connect with Double Circle section concrete shell.
The cross section of the shell pier is right-angled trapezium, and composition includes that narrow end pier bottom seat, wide end pier top face, pier body are straight
Inclined-plane is installed in face, pier body, and top is wide end pier top face, and bottom is narrow end pier bottom seat, and wide end pier top face width is narrow end pier bottom seat
2 ~ 3 times of width；Shell pier preferentially uses prefabricated assembled concrete structure.
The composition of the lattice beam channel includes web, flange plate, circumferential rib, class rectangle cavity, trough plate connection spiral shell
Several circumferential ribs are arranged in bolt between two webs, and circumferential rib is preferentially uniformly distributed, and circumferential rib is less than the clear height of web, and top
It is connected with flange plate；Class rectangle cavity is opened up on circumferential rib, cavity is rectangle, and uses circular arc mistake in the quadrangle of rectangle
It crosses；Two lattice beam channel adjacent webs are bolted using trough plate connection.
The anti-collision wall preferentially uses prefabricated assembled assembly.
The beneficial effects of the invention are as follows all kinds of municipal pipeline planning, construction and management is planned as a whole, excavated pavement, frame repeatedly are solved
The problems such as ceases to be busy net is intensive, pipeline Frequent Accidents is conducive to ensure urban safety, improves city function, beautifying city landscape, promotees
City of going down town is intensive efficiently and Transformation Development, is conducive to improve urban carrying capacity and urbanization quality, is conducive to increase
Add public product effective investment, pulls social capital input, makes the new power of economic development.Become extensive style, booth large flat bread city hair
Exhibition pattern is intensive, solid mode, and space is wanted to underground；Break through urban land, air, water source, greenery patches, per capita city sky
Between, the resource environments total amount constraint such as the energy, environment；Traffic congestion, air dirt, noise pollution, visual pollution, city are seen
The urban disease that the tricks such as sea, greening deficiency, real estate finance transition, the decline of old town vigor incur life carries out comprehensive improvement；In change
State is fabricated to Created in China, cultivates high-end industry cluster leading in the world.
Description of the drawings
The Double Circle section Urban Underground Complex in the present invention is described further below in conjunction with the accompanying drawings：
Fig. 1 is Double Circle section Urban Underground Complex schematic cross-sectional view of the present invention；
Fig. 2 is lattice beam channel schematic cross-sectional view；
Fig. 3 is shell pier schematic cross-sectional view；
In figure：1 is sponge city dedicated bay one；2 be sponge city dedicated bay two；3 be spare escape compartment one；4 be spare
Escape compartment two；5 be water tank；6 be spare water tank；7 be pipe gallery cabin one；8 be pipe gallery cabin two；9 be electric compartment；10 be combustion
Gas cabin；11 be pipe gallery cabin three；12 be pipe gallery cabin four；13 be lower layer's station wagon dedicated bay one；14 is small-sized for lower layer
Car dedicated bay two；15 be upper layer station wagon dedicated bay one；16 be upper layer station wagon dedicated bay two；17 is tight for lower layer's traffic
Anxious evacuation cabin one；18 be lower layer's traffic emergent evacuation cabin two；19 be upper layer traffic emergent evacuation cabin one；20 is urgent for upper layer traffic
Evacuate cabin two；21 be reserved space one；22 be reserved space two；23 be reserved space three；24 be reserved space four, and 25 be pipe gallery cabin
Five；26 be pipe gallery cabin six；27 be pipe gallery cabin seven；28 be pipe gallery cabin eight；29 be pipe gallery cabin nine；30 be comprehensive
Close piping lane cabin ten；31 be Multifunctional cabin one；32 be Multifunctional cabin two；33 be Double Circle section concrete shell；34 protect for antiseepage
Sheath；35 be vertical load-bearing ddividing wall；36 be bottom pipe gallery bottom plate；37 be top pipe gallery top plate；38 hand over for lower layer
Logical layer bottom plate；39 be upper layer traffic layer bottom plate；40 be upper layer traffic layer top plate；41 be security isolation wall；42 for pipe gallery every
Plate；43 be anti-collision wall；44 be shell pier；38-1 is web；38-2 is flange plate；38-3 is circumferential rib；38-4 is that class rectangle is empty
Chamber；38-5 is that trough plate connects bolt；44-1 is narrow end pier bottom seat；44-2 is wide end pier top face；44-3 is that pier body is faced directly；44-4
Inclined-plane is installed for pier body.
Specific implementation mode
In order to further illustrate the present invention, the present invention is described in detail with reference to the accompanying drawings and embodiments, but not
They can be interpreted as limiting the scope of the present invention.
A kind of Double Circle section Urban Underground Complex, composition include Double Circle section concrete shell 33, vertically hold
Weight ddividing wall 35 and cavity；As shown in Fig. 1 ~ Fig. 3, the section outer profile of Double Circle section concrete shell 33 is Double Circle, two
A diameter of a circle is equal, outside be provided with antiseepage protective layer 34, vertical load-bearing ddividing wall 35 is arranged in double round junctions, by double circles
Shape section concrete shell 33 is separated into two symmetrical cavitys；The layout of both sides cavity is with vertical load-bearing ddividing wall 35 for axis pair
Claim；
5 layers of bearing plate, and the equal consistency from top to bottom in both sides are respectively set in the cavity of both sides, bearing plate is respectively bottom from bottom to top
Portion's pipe gallery bottom plate 36, lower layer's traffic layer bottom plate 38, upper layer traffic layer bottom plate 39, upper layer traffic layer top plate 40, top synthesis
Piping lane top plate 37, top-bottom layout are axial symmetry with upper layer traffic layer bottom plate 39；The both sides cavity is divided into 6 layers by total bearing plate,
From top to bottom, first layer is sponge city layer, and the second layer is pipe gallery layer, and third layer and the 4th layer are traffic layer, layer 5
For pipe gallery layer, layer 6 is Multifunctional layered；The bottom pipe gallery bottom plate 36, lower layer's traffic layer bottom plate 38 and both sides are double
Shell pier 44 is preferentially used at 33 crossed node of circular cross section concrete shell.
Double Circle section concrete shell 33, vertical load-bearing ddividing wall 35, bottom pipe gallery bottom plate 36, top integrated pipe
Corridor top plate 37, lower layer's traffic layer bottom plate 38, upper layer traffic layer bottom plate 39, upper layer traffic layer top plate 40 collectively form what transverse and longitudinal was interlocked
Space-load cancelled structure.
A cabin is preferentially arranged in the first layer sponge city layer left and right sides, respectively as sponge city dedicated bay one
1 and sponge city dedicated bay 22, bottom pipe gallery bottom plate 36 uses water-proof concrete；
Preferentially 3 ~ 5 cabins of setting, close vertical load-bearing ddividing wall 35 are left at left and right sides of the second layer pipe gallery layer
The cabin of right both sides is preferentially used as water tank 5 and spare water tank 6；The preferential conduct in cabin far from 35 left and right sides of vertical load-bearing ddividing wall
Spare escape compartment 1 and spare escape compartment 24；Close to the cabin of the water tank 5 and spare water tank 6 respectively preferentially as electric compartment 9,
Combustion gas cabin 10, remaining cabin of second layer pipe gallery layer is respectively as other pipe gallery cabins；Sponge city dedicated bay 1 is set
Set multiple escape ways towards the spare escape compartment of homonymy 1, the setting of sponge city dedicated bay 22 is multiple, and to lead to homonymy standby
With the escape way of escape compartment 24；The pipe gallery with water tank 5, homonymy is preferentially arranged in sponge city dedicated bay 1 respectively
The escape way that cabin, electric compartment 9 connect；Sponge city dedicated bay 22 is preferential respectively to be arranged and spare water tank 6, combustion gas cabin
10, the escape way of the pipe gallery cabin connection of homonymy；It is direct with sponge city dedicated bay 1 and sponge city dedicated bay 22
The escape way of connection is respectively mounted water door；
It is special that lower layer's station wagon is respectively set at left and right sides of vertical load-bearing ddividing wall 35 in the third layer traffic layer
Cabin 1, lower layer's station wagon dedicated bay 2 14, far from vertical 35 side of load-bearing ddividing wall, the third layer traffic layer left and right sides
Lower layer's traffic emergent evacuation cabin 1, lower layer's traffic emergent evacuation cabin 2 18 is respectively set；
It is special that upper layer station wagon is respectively set at left and right sides of vertical load-bearing ddividing wall 35 in the 4th layer of traffic layer
Cabin 1, upper layer station wagon dedicated bay 2 16, far from vertical 35 side of load-bearing ddividing wall, the 4th layer of traffic layer left and right sides
Upper layer traffic emergent evacuation cabin 1, upper layer traffic emergent evacuation cabin 2 20 is respectively set；It is special in lower layer's station wagon
Between cabin 1 and lower layer's traffic emergent evacuation cabin 1, lower layer's station wagon dedicated bay 2 14 and lower layer's traffic emergent evacuation cabin
Between 2 18, between upper layer station wagon dedicated bay 1 and upper layer traffic emergent evacuation cabin 1, upper layer station wagon is special
It is respectively provided with security isolation wall 41 between cabin 2 16 and upper layer traffic emergent evacuation cabin 2 20, and the safety door of multiple unicom is set,
Security isolation wall 41 and safety door all have fire-proof function；It is special in lower layer's station wagon dedicated bay 1, lower layer's station wagon
Cabin 2 14, upper layer station wagon dedicated bay 1,2 16 both sides of upper layer station wagon dedicated bay vertical 35 and of load-bearing ddividing wall
Anti-collision wall 43 is respectively mounted on security isolation wall 41；
3 ~ 5 cabins are preferentially set at left and right sides of the layer 5 pipe gallery layer, close to vertical load-bearing ddividing wall 35
Cabin and cabin far from vertical load-bearing ddividing wall 35 respectively preferentially as reserved space 3 23, reserved space 4 24, reserved space 1,
Reserved space 2 22, remaining cabin of pipe gallery layer is as pipe gallery dedicated bay；
It is equal preferential one cabin of setting at left and right sides of the layer 6 Multifunctional layered, respectively Multifunctional cabin 1, multi-functional
Cabin 2 32, can be used as people's row cabin or other functions, and two cabins all have rescue and emergency evacuation function；
It is equipped between each cabin of the layer 5 pipe gallery layer of the Multifunctional cabin 1, Multifunctional cabin 2 32 and homonymy
Multiple escape ways；The spare escape compartment 1, spare escape compartment 24, Multifunctional cabin 1, Multifunctional cabin 2 32 have more
A safe escape channel towards ground；
Along tunnel direction every 1000 meters, in the sponge city, dedicated bay 1, spare escape compartment 1, lower layer's traffic are tight
Preferentially be arranged between anxious evacuation cabin 1, upper layer traffic emergent evacuation cabin 1, reserved space 1, Multifunctional cabin 1 one or
The escape way of multiple unicom up and down, and have an escape way for leading to earth's surface；In sponge city dedicated bay 22, spare escape
Raw cabin 24, lower layer's traffic emergent evacuation cabin 2 18, upper layer traffic emergent evacuation cabin 2 20, reserved space 2 22, Multifunctional cabin 2 32
Between preferential one or more unicom up and down of setting escape way, and have an escape way for leading to earth's surface；
It is preferentially to use single round outer diameter that the Double Circle section concrete shell 33, which uses water-proof concrete, thickness,
5 ~ 10%, assembly flow shop is preferentially used, assembly seam preferentially uses the circumferential fissure of displacement and longitudinal fissure of displacement, and seam carries out at waterproof
Reason.
Cement mortar waterproof layer, coil waterproof layer, coating waterproof layer, drainage systems can be used in the antiseepage protective layer 34
Waterproof layer, bentonite waterproof material waterproofing layer it is one or more.
Lower layer's traffic layer bottom plate 38 and concrete component below preferentially use water-proof concrete.
Lower layer's traffic layer bottom plate 38, upper layer traffic layer bottom plate 39, upper layer traffic layer top plate 40 preferentially use assembled
Concrete component is assembled, and assembly concrete component uses beam channel, tee girder, horseshoe ellbeam or box beam, preferentially uses lattice
Formula beam channel；Lower layer's traffic layer bottom plate 38, upper layer traffic layer bottom plate 39,40 one end of upper layer traffic layer top plate and vertical load-bearing
Ddividing wall 35 connects, and the other end is connect with Double Circle section concrete shell 33.
The cross section of the shell pier 44 be right-angled trapezium, mainly include narrow end pier bottom seat 44-1, wide end pier top face 44-2,
Pier body faces 44-3, pier body installation inclined-plane 44-4 directly, and top is wide end pier top face 44-2, and bottom is narrow end pier bottom seat 44-1, wide end
Pier top face 44-2 width is 2 ~ 3 times of narrow end pier bottom seat 44-1 width；Shell pier 44 preferentially uses prefabricated assembled concrete knot
Structure.
The composition of the lattice beam channel includes web 38-1, flange plate 38-2, circumferential rib 38-3, class rectangle cavity
38-4, trough plate connect bolt 38-5, several circumferential rib 38-3 are arranged between two web 38-1, circumferential rib 38-3 is preferentially uniform
Distribution, circumferential rib 38-3 is less than the clear height of web 38-1, and top is connected with flange plate 38-2；It is opened up on circumferential rib 38-3
Class rectangle cavity 38-4, cavity are rectangle, and use arc transition in the quadrangle of rectangle；Two lattice beam channel adjacent webs
38-1 connects bolt 38-5 connections using trough plate.
10, Double Circle section Urban Underground Complex according to claim 2, it is characterised in that：The anti-collision wall 43
Preferentially use prefabricated assembled assembly.
The above is only a preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, various improvements and modifications may be made without departing from the principle of the present invention, these improvements and modifications are also answered
It is considered as protection scope of the present invention.
Claims (9)
1. Double Circle section Urban Underground Complex, composition includes Double Circle section concrete shell (33), vertical load-bearing point
Cut wall (35) and cavity；It is characterized in that, the section outer profile of the Double Circle section concrete shell (33) is Double Circle, two
A diameter of a circle is equal, outside be provided with antiseepage protective layer (34), vertical load-bearing ddividing wall (35) is arranged in double round junctions, will
Double Circle section concrete shell (33) is separated into two symmetrical cavitys；The layout of both sides cavity is with vertical load-bearing ddividing wall
(35) it is axial symmetry；
5 layers of bearing plate, and the equal consistency from top to bottom in both sides are respectively set in the cavity of both sides, bearing plate is respectively that bottom is comprehensive from bottom to top
Close piping lane bottom plate (36), lower layer's traffic layer bottom plate (38), upper layer traffic layer bottom plate (39), upper layer traffic layer top plate (40), top
Pipe gallery top plate (37), top-bottom layout is with upper layer traffic layer bottom plate (39) for axial symmetry；The both sides cavity is by total bearing plate
It is divided into 6 layers, from top to bottom, first layer is sponge city layer, and the second layer is pipe gallery layer, and third layer and the 4th layer are traffic
Layer, layer 5 are pipe gallery layer, and layer 6 is Multifunctional layered, and the first layer sponge city layer left and right sides is respectively provided with one
Cabin, respectively as sponge city dedicated bay one (1) and sponge city dedicated bay two (2)；
3 ~ 5 cabins are respectively provided at left and right sides of the second layer pipe gallery layer, at left and right sides of vertical load-bearing ddividing wall (35)
Cabin as water tank (5) and spare water tank (6)；Far from the cabin at left and right sides of vertical load-bearing ddividing wall (35) as spare escape
Cabin one (3) and spare escape compartment two (4)；Close to the cabin of the water tank (5) and spare water tank (6) respectively as electric compartment (9), combustion
Gas cabin (10), remaining cabin of second layer pipe gallery layer is respectively as pipe gallery cabin；Sponge city dedicated bay one (1) is arranged
Multiple escape ways towards the spare escape compartment one (3) of homonymy, sponge city dedicated bay two (2) setting is multiple to lead to homonymy
The escape way of spare escape compartment two (4)；The synthesis with water tank (5), homonymy is respectively set in sponge city dedicated bay one (1)
The escape way that piping lane cabin, electric compartment (9) connect；Sponge city dedicated bay two (2) be respectively set with spare water tank (6),
Combustion gas cabin (10), homonymy pipe gallery cabin connection escape way；It is special with sponge city dedicated bay one (1) and sponge city
The escape way that cabin two (2) is directly connected to is respectively mounted water door；
Lower layer's station wagon dedicated bay is respectively set at left and right sides of vertical load-bearing ddividing wall (35) in the third layer traffic layer
One (13), lower layer's station wagon dedicated bay two (14), far from vertical load-bearing ddividing wall (35) side, third layer traffic layer or so
Lower layer's traffic emergent evacuation cabin one (17), lower layer's traffic emergent evacuation cabin two (18) is respectively set in both sides；
Upper layer station wagon dedicated bay is respectively set at left and right sides of vertical load-bearing ddividing wall (35) in the 4th layer of traffic layer
One (15), upper layer station wagon dedicated bay two (16), far from vertical load-bearing ddividing wall (35) side, the 4th layer of traffic layer or so
Upper layer traffic emergent evacuation cabin one (19), upper layer traffic emergent evacuation cabin two (20) is respectively set in both sides；It is small-sized in the lower layer
Between car dedicated bay one (13) and lower layer's traffic emergent evacuation cabin one (17), lower layer's station wagon dedicated bay two (14) and lower layer
Between traffic emergent evacuation cabin two (18), upper layer station wagon dedicated bay one (15) and upper layer traffic emergent evacuation cabin one (19) it
Between, security isolation wall is respectively provided between upper layer station wagon dedicated bay two (16) and upper layer traffic emergent evacuation cabin two (20)
(41), and the safety doors of multiple unicom is set, security isolation wall (41) and safety door all have fire-proof function；In the small-sized visitor of lower layer
Vehicle dedicated bay one (13), lower layer's station wagon dedicated bay two (14), upper layer station wagon dedicated bay one (15), upper layer station wagon
It is respectively mounted anti-collision wall (43) on the vertical load-bearing ddividing wall (35) of dedicated bay two (16) both sides and security isolation wall (41)；
Be respectively provided with 3 ~ 5 cabins at left and right sides of the layer 5 pipe gallery layer, close to the cabin of vertical load-bearing ddividing wall (35) and
Cabin far from vertical load-bearing ddividing wall (35) is respectively as reserved space three (23), reserved space four (24), reserved space one (21), standby
With cabin two (22), remaining cabin of pipe gallery layer is as pipe gallery dedicated bay；
It is respectively provided with a cabin, respectively Multifunctional cabin one (31), Multifunctional cabin two (32) at left and right sides of layer 6 Multifunctional layered；
The bottom pipe gallery bottom plate (36), lower layer's traffic layer bottom plate (38) and both sides Double Circle section concrete shell (33)
Shell pier (44) is used at crossed node.
2. Double Circle section Urban Underground Complex according to claim 1, it is characterised in that：The Multifunctional cabin one
(31), multiple escape ways are equipped between each cabin of the layer 5 pipe gallery layer of Multifunctional cabin two (32) and homonymy；It is described
Spare escape compartment one (3), spare escape compartment two (4), Multifunctional cabin one (31), Multifunctional cabin two (32) have multiple towards ground
Safe escape channel；Direction along tunnel is every 1000 meters, in sponge city dedicated bay one (1), spare escape compartment one
(3), lower layer's traffic emergent evacuation cabin one (17), upper layer traffic emergent evacuation cabin one (19), reserved space one (21), Multifunctional cabin one
(31) escape way of one or more unicom up and down is set between, and has an escape way for leading to earth's surface；In sponge city
City's dedicated bay two (2), spare escape compartment two (4), lower layer's traffic emergent evacuation cabin two (18), upper layer traffic emergent evacuation cabin two
(20), the escape way of one or more unicom up and down is set between reserved space two (22), Multifunctional cabin two (32), and has one
Item leads to the escape way of earth's surface.
3. Double Circle section Urban Underground Complex according to claim 1, it is characterised in that：Double Circle section concrete-shell
It is using the 5 ~ 10% of single round outer diameter that body (33), which uses water-proof concrete, thickness, and using assembly flow shop, assembly seam is adopted
With the circumferential fissure of displacement and longitudinal fissure of displacement, and seam carries out water-proofing treatment.
4. Double Circle section Urban Underground Complex according to claim 1, it is characterised in that：Antiseepage protective layer (34) uses
Cement mortar waterproof layer, coil waterproof layer, coating waterproof layer, drainage systems waterproof layer, bentonite waterproof material waterproofing layer
It is one or more.
5. Double Circle section Urban Underground Complex according to claim 1, it is characterised in that：Bottom pipe gallery bottom
Plate (36) uses water-proof concrete；Lower layer's traffic layer bottom plate (38) and concrete component below use water-proof concrete.
6. Double Circle section Urban Underground Complex according to claim 1, it is characterised in that：Lower layer's traffic layer bottom plate
(38), upper layer traffic layer bottom plate (39), upper layer traffic layer top plate (40) use assembly concrete component assembly, assembled coagulation
Native component uses beam channel, tee girder, horseshoe ellbeam or box beam, using lattice beam channel；Lower layer's traffic layer bottom plate
(38), upper layer traffic layer bottom plate (39), upper layer traffic layer top plate (40) one end are connect with vertical load-bearing ddividing wall (35), the other end
It is connect with Double Circle section concrete shell (33).
7. Double Circle section Urban Underground Complex according to claim 2, it is characterised in that：The cross of the shell pier (44)
Section is right-angled trapezium, mainly faces (44-3), pier body directly including narrow end pier bottom seat (44-1), wide end pier top face (44-2), pier body
It installs inclined-plane (44-4), top is wide end pier top face (44-2), and bottom is narrow end pier bottom seat (44-1), wide end pier top face (44-2)
Width is 2 ~ 3 times of narrow end pier bottom seat (44-1) width；Shell pier (44) uses prefabricated assembled concrete structure.
8. Double Circle section Urban Underground Complex according to claim 6, it is characterised in that：The lattice beam channel
Composition includes web (38-1), flange plate (38-2), circumferential rib (38-3), class rectangle cavity (38-4), trough plate connection bolt
Several circumferential ribs (38-3) are arranged in (38-5) between two webs (38-1), and circumferential rib (38-3) is uniformly distributed, circumferential rib (38-
3) height is less than the height of web (38-1), and the circumferential rib top (38-3) is connected with flange plate (38-2)；Circumferential rib
Class rectangle cavity (38-4) is opened up on (38-3), cavity is rectangle, and uses arc transition in the quadrangle of rectangle；Two lattice slots
Ellbeam adjacent web (38-1) is connected using trough plate connection bolt (38-5).
9. Double Circle section Urban Underground Complex according to claim 6, it is characterised in that：The anti-collision wall (43) uses
Prefabricated assembled assembly.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610449621.7A CN106013226B (en) | 2016-06-21 | 2016-06-21 | Double Circle section Urban Underground Complex |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610449621.7A CN106013226B (en) | 2016-06-21 | 2016-06-21 | Double Circle section Urban Underground Complex |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106013226A CN106013226A (en) | 2016-10-12 |
| CN106013226B true CN106013226B (en) | 2018-11-06 |
Family
ID=57086296
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610449621.7A Active CN106013226B (en) | 2016-06-21 | 2016-06-21 | Double Circle section Urban Underground Complex |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106013226B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107653908A (en) * | 2017-11-01 | 2018-02-02 | 沈阳建筑大学 | Double Circle underground traffic and pipe gallery combined system |
| CN108265616A (en) * | 2018-03-26 | 2018-07-10 | 上海市城市建设设计研究总院（集团）有限公司 | Piping lane builds structure jointly with overhead |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1142363C (en) * | 2000-08-31 | 2004-03-17 | 北京市城建建筑设计研究院有限公司 | underground comprehesive pipe gallery and system for comprehensive developing and utilizing underground space |
| CN202610835U (en) * | 2012-06-06 | 2012-12-19 | 上海市城市建设设计研究总院 | Integral underground comprehensive pipeline corridor |
| 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 |
| CN203924112U (en) * | 2014-06-24 | 2014-11-05 | 刘小沙 | Prefabricated pipe gallery |
| CN204552755U (en) * | 2015-04-21 | 2015-08-12 | 中铁第四勘察设计院集团有限公司 | Double-deck road tunnel |
| CN105257314A (en) * | 2015-11-11 | 2016-01-20 | 合肥工业大学 | Monotube three-layer shield tunnel |
| CN206110171U (en) * | 2016-06-21 | 2017-04-19 | 沈阳建筑大学 | Double circle section city underground complex |
-
2016
- 2016-06-21 CN CN201610449621.7A patent/CN106013226B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN106013226A (en) | 2016-10-12 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106013225B (en) | Six layers of circular traffic, pipe gallery and sponge Urban Underground Complex | |
| CN106013215B (en) | Three layers of class rectangle Urban Underground Complex | |
| CN106013223B (en) | Elliptical section Urban Underground Complex | |
| CN106013221B (en) | Four layers of class rectangle Urban Underground Complex | |
| CN105971009B (en) | Five layers of circular Urban Underground Complex | |
| CN203476345U (en) | Multifunctional multilayer municipal tunnel | |
| CN106436755A (en) | Four-layer stair-like city underground comprehensive body | |
| CN106013222B (en) | Three circular cross section Urban Underground Complexes | |
| CN106013226B (en) | Double Circle section Urban Underground Complex | |
| CN206189448U (en) | Elliptical section city underground complex | |
| CN208605197U (en) | A kind of building structure that subway driving section is built together with Urban Underground pipe gallery | |
| CN106638682A (en) | Efficient-seismic-reduction quasi-rectangular city underground architecture complex | |
| CN206090613U (en) | Ungulate city of span underground complex | |
| CN106013224B (en) | The ungulate Urban Underground Complex of span | |
| CN106013938B (en) | Above and below ground urban transportation and pipeline coordination body | |
| CN206110171U (en) | Double circle section city underground complex | |
| CN102287022A (en) | Large-span heavy-load prestress groove-shaped laminated plate for civil defense basement ceiling plate | |
| CN107419948A (en) | A kind of dual peacetime Underground Urban Complex | |
| CN206110168U (en) | Three -layer quasi -rectangular city underground complex | |
| CN206408643U (en) | A kind of three circular cross section Urban Underground Complexes | |
| CN110847662A (en) | Warehouse type ultra-deep underground three-dimensional intelligent garage and construction method thereof | |
| CN207079623U (en) | A kind of class rectangle Urban Underground Complex of efficiently damping | |
| CN206956773U (en) | A kind of four layers of class stairstepping Urban Underground Complex | |
| CN207469868U (en) | A kind of dual peacetime Underground Urban Complex | |
| CN206128816U (en) | Secret urban traffic in ground and pipe network complex |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20191223 Address after: 236200 Anhui Province, Fuyang City Industrial Park Road on the west side of Yingshang County Ying Patentee after: Haiquan Fenglei New Energy Power Generation Co., Ltd. Address before: 110168 Liaoning province Shenyang Hunnan Hunnan Road No. 9 Patentee before: Shenyang Building Univ. |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20200708 Address after: 525200 Gem Village, Yunjie, Shanmei Street, Gaozhou City, Maoming City, Guangdong Province, 29 Patentee after: Guan Yi Address before: 236200 Anhui Province, Fuyang City Industrial Park Road on the west side of Yingshang County Ying Patentee before: HAIQUAN FENGLEI NEW ENERGY POWER GENERATION Co.,Ltd. |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20201207 Address after: 272000 room 2211, Jinchen international building, Linghua South Road, Liuhang street, high tech Zone, Jining City, Shandong Province Patentee after: Jining xinruida Information Technology Co., Ltd Address before: 525200 Gem Village, Yunjie, Shanmei Street, Gaozhou City, Maoming City, Guangdong Province, 29 Patentee before: Guan Yi |