CN106638682A - Efficient-seismic-reduction quasi-rectangular city underground architecture complex - Google Patents
Efficient-seismic-reduction quasi-rectangular city underground architecture complex Download PDFInfo
- Publication number
- CN106638682A CN106638682A CN201710023732.6A CN201710023732A CN106638682A CN 106638682 A CN106638682 A CN 106638682A CN 201710023732 A CN201710023732 A CN 201710023732A CN 106638682 A CN106638682 A CN 106638682A
- Authority
- CN
- China
- Prior art keywords
- cabin
- bearing
- layer
- traffic
- wall
- 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.)
- Pending
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
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C1/00—Design or layout of roads, e.g. for noise abatement, for gas absorption
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/08—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against transmission of vibrations or movements in the foundation soil
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2200/00—Geometrical or physical properties
- E02D2200/16—Shapes
- E02D2200/1628—Shapes rectangular
- E02D2200/1642—Shapes rectangular made from multiple elements
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Paleontology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Chemical & Material Sciences (AREA)
- Oil, Petroleum & Natural Gas (AREA)
- Architecture (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The invention discloses an efficient-seismic-reduction quasi-rectangular city underground architecture complex. The efficient-seismic-reduction quasi-rectangular city underground architecture complex comprises lower station-wagon special cabins, upper station-wagon special cabins, lower traffic urgent evacuation cabins, upper traffic urgent evacuation cabins, a quasi-rectangular-cross-section concrete shell, an anti-seepage protecting layer, a vertical load-bearing segmentation wall, underground traffic load-bearing bottom plates, comprehensive pipe-gallery load-bearing bottom plates, a natural gas anti-explosion isolation cabin and anti-impaction walls. The cross section of the quasi-rectangular-cross-section concrete shell is rectangular, arc-shaped transition is carried out on the four corners, and the quasi-rectangular rectangular cross section is formed; the vertical load-bearing segmentation wall is arranged at the middle line inside the quasi-rectangular-cross-section concrete shell, the underground traffic load-bearing bottom plates are arranged on the two sides of the vertical load-bearing segmentation wall respectively, and the comprehensive pipe-gallery load-bearing bottom plates are arranged above the underground traffic load-bearing bottom plates; fatal city disease such as reduced vitality of old cities is comprehensively treated; Chinese manufacturing is changed into Chinese creation, and internationally-advanced high-end industrial clusters are cultivated.
Description
Technical field
The invention belongs to Impacts Evaluation of Urban Tunnel engineering field and urban operating mechanism technical field, more particularly to one kind efficiently subtract
The class rectangle Urban Underground Complex of shake.
Background technology
At present urban transportation builds like a raging fire, 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 maintains the leading position, and advocates and propose underground city and city at first
The synthesization of city's underground space and three-dimensional utility strategies, nineteen ninety proposes Tokyo Declaration：The Devoting Major Efforts To Developing underground space, starts people
Class new cave period, International Tunnelling Association expands to tunnel with underground space association and declares within 2010：21 century is underground
The century in space.
To marking international metropolis, become extensive style, stand large flat bread urban development pattern into intensive, solid mode, to underground
Want space；Break through urban land, air, water source, per capita greenery patches, the constraint of the resource environment such as city space, the energy, environment total amount；
Not enough sea, greening, real estate finance transition, old town are seen to traffic congestion, air dirt, noise pollution, visual pollution, city
Vigor decline etc. causes the urban disease of life carries out comprehensive improvement；Change made in China cultivates height leading in the world into Created in China
End industry cluster.
Cities of Foreign Countries underground space development is with a long history, more so that Large Underground transport hub is with reference to commercial facility and stops
Parking lot, the various traffic forms of appearance are presented in the underground space synthesis type of one.In the world, Japan and America and Europe are empty in underground
Between exploitation and construction maintain the leading position, advocate and propose synthesization and the solid of underground city and urban underground space at first
Change utility strategies.Totally see, include multiple transportation modes or several functions underground space synthesis it is many national when have
It is existing, there is not yet collection " Urban Underground pipe gallery, Urban Underground expressway, urban underground construction space " Urban Underground Complex
Type.Therefore, in the urgent need to developing underground space synthesis, national green building and the strategy of sustainable development are adapted to, except this it
Outward, existing Urban Underground Complex does not have shockproof function, and the epoch for especially taking place frequently in existing earthquake, invention one kind has
The Urban Underground Complex of shockproof function is particularly important.
The content of the invention
It is an object of the invention to the World Cities for solving " traffic congestion, sponge city, pipe gallery " integration are sent out
A difficult problem is opened up, construction investment is saved and the green ecological ideal city offer technical side of " on the ground, thing and car are in underground for people " is provided
Case, so as to reaching shockproof, solution traffic congestion, solving dirty air, solution noise pollution, solve visual pollution.
To achieve these goals, the technical solution used in the present invention is：A kind of class rectangle Urban Underground of efficient damping
Synthesis, including lower floor's station wagon dedicated bay, upper strata station wagon dedicated bay, lower floor's traffic emergent evacuation cabin, upper strata traffic
Emergency evacuation cabin, sponge city cabin, electric compartment, telecommunications cabin, combustion gas cabin, without electric pipe gallery cabin, water tank, class rectangle section mix
Solidifying soil cursting body, antiseepage protective layer, vertical load-bearing ddividing wall, underground traffic bearing soleplate, pipe gallery bearing soleplate, security isolation
Wall, pipe gallery partition wall, natural gas explosiveproof isolation cabin, anti-collision wall, press injecting type buffer layer；
The cross section of class rectangle section concrete shell is rectangle and four corners adopt arc-shaped transition, forms class rectangle section；
Vertical load-bearing ddividing wall is arranged on the midline inside class rectangle section concrete shell, the both sides of the vertical load-bearing ddividing wall
Underground traffic bearing soleplate is provided with, above the underground traffic bearing soleplate pipe gallery bearing soleplate is provided with,
Will class rectangle section concrete shell inside be averagely divided into three layers of nacelle, from it is lower on be followed successively by bottom, intermediate layer and
Top layer；Bottom and intermediate layer are set to traffic layer, and top layer is set to pipe gallery and sponge city layer；
Class rectangle section concrete shell, vertical load-bearing ddividing wall, underground traffic bearing soleplate, pipe gallery bearing soleplate are common
Constitute transverse and longitudinal space lattice formula cross section staggeredly；
The bottom, the both sides of vertical load-bearing ddividing wall are disposed as lower floor's station wagon dedicated bay, lower floor's station wagon
The other end of dedicated bay is provided with security isolation wall, and the opposite side of security isolation wall is provided with lower floor's traffic emergent evacuation cabin,
Lower floor's station wagon dedicated bay bottom is provided with anti-collision wall with security isolation wall intersection；
The intermediate layer, the both sides of vertical load-bearing ddividing wall are disposed as upper strata station wagon dedicated bay, the small-sized visitor in the upper strata
The other end of car dedicated bay is provided with security isolation wall, and the opposite side of security isolation wall is provided with upper strata traffic emergent evacuation
Cabin, the upper strata station wagon dedicated bay bottom is provided with anti-collision wall with security isolation wall intersection；
The top layer, one end of vertical load-bearing ddividing wall is provided with telecommunications cabin, and the opposite side in the telecommunications cabin is provided with electric compartment,
The opposite side of the electric compartment is provided with sponge city cabin；The other end of the vertical load-bearing ddividing wall is provided with explosion-proof link plate
Protection combustion gas cabin, the opposite side in the explosion-proof link plate protection combustion gas cabin is provided with without electric pipe gallery cabin, described without electric integrated pipe
The opposite side in corridor cabin is provided with water tank；Between the telecommunications cabin and electric compartment, between electric compartment and sponge city cabin, explosion-proof extension
Plate protect combustion gas cabin and without between electric pipe gallery cabin, without electric pipe gallery cabin and water tank it, between be provided with pipe gallery
Partition wall；
The vertical load-bearing ddividing wall of traffic layer adopts subsection setup, and conveniently detachable vertical load-bearing is arranged in the range of rice ~ rice
Ddividing wall；
Multiple communication passages are set between lower floor's traffic emergent evacuation cabin and upper strata traffic emergent evacuation cabin of homonymy；
Intersect in the vertical load-bearing ddividing wall with traffic layer inside lower floor's station wagon dedicated bay and upper strata station wagon dedicated bay
Place is provided with security isolation wall, and multiple egress doors are opened up on security isolation wall；Egress door has fire-proof function.
Lower floor's traffic emergent evacuation cabin, upper strata traffic emergent evacuation cabin, sponge city cabin, electric compartment, telecommunications cabin, combustion gas
Cabin, uniformly it is respectively provided with multiple emergency evacuation passages for leading directly to earth's surface without electric pipe gallery cabin, water tank；Emergency evacuation is led to
Lower floor's traffic emergent evacuation cabin of road homonymy, upper strata traffic emergent evacuation cabin arrange communication passage；
The periphery of the class rectangle section concrete shell is provided with continuous antiseepage protective layer；The outside of the antiseepage protective layer
It is provided with press injecting type buffer layer.
Used as a kind of preferred technical scheme, the class rectangle section concrete shell is made using water-proof concrete assembled
Industry makes, and assembly flow shop is prevented using the ring fissure of displacement and longitudinal fissure of displacement, and the seam crossing of the ring fissure of displacement and longitudinal fissure of displacement
Water process.
Used as a kind of preferred technical scheme, the antiseepage protective layer adopts cement mortar waterproof layer, coil waterproof layer, painting
Material waterproof layer, drainage systems waterproof layer, one or more of bentonite waterproof material waterproofing layer, when using a kind of independent waterproof
During layer, using waterproof type more than two-layer and two-layer.
Used as a kind of preferred technical scheme, the press injecting type buffer layer adopts asphalt series, urethane vinegar system, rubber
System, silicones based material are made, and the pressure injection together with hardening additive, and buffer layer is formed after hardening.
Used as a kind of preferred technical scheme, the underground traffic bearing soleplate and pipe gallery bearing soleplate adopt assembling
Formula concrete component is assembled, using one kind of beam channel, tee girder, lattice beam channel, horseshoe ellbeam or box beam, describedly
One end of lower traffic bearing soleplate and pipe gallery bearing soleplate is connected with vertical load-bearing ddividing wall, the underground traffic load-bearing
The other end of base plate and pipe gallery bearing soleplate is connected with class rectangle section concrete shell.
As a kind of preferred technical scheme, the lattice beam channel include web-, flange plate-, circumferential rib-, class square
Shape cavity-and trough plate connecting bolt-, two webs-between be provided with some circumferential ribs-, circumferential rib-be uniformly distributed, annular
Rib-height less than web-height, circumferential rib-top and flange plate-integrated connection；Circumferential rib-above open up class rectangle sky
Chamber-, class rectangle cavity-be set to rectangle, class rectangle cavity-corner at adopt arc transition；Two lattice beam channel phases
Adjacent web-adopt trough plate connecting bolt-connection.
Used as a kind of preferred technical scheme, the natural gas explosiveproof isolation cabin adopts xoncrete structure, and adds fiber,
Fiber is using the one kind in carbon fiber, steel fibre, glass fibre or polypropylene fibre.
Used as a kind of preferred technical scheme, the anti-collision wall adopts prefabricated assembled assembly.
Compared with prior art, the beneficial effects of the present invention is：（1）Plan as a whole the planning of all kinds of municipal pipelines, build and
Management, the problems such as solve repeatedly excavated pavement, intensive built on stilts gauze, pipeline Frequent Accidents, is conducive to ensureing urban safety, perfect
City function, beautifying city landscape, promote city intensive efficiently and Transformation Development, be conducive to improving urban carrying capacity and
Urbanization quality, is conducive to increasing public product effective investment, pulls social capital input, makes economic development and newly move
Power.Become extensive style, stand large flat bread urban development pattern into intensive, solid mode, to underground space is wanted；Breakthrough urban land,
Air, water source, per capita greenery patches, the constraint of the resource environment such as city space, the energy, environment total amount；Dirty to traffic congestion, air,
Noise pollution, visual pollution, city see that life is caused in not enough sea, greening, real estate finance transition, the decline of old town vigor etc.
Urban disease carries out comprehensive improvement；Change made in China cultivates high-end industry cluster leading in the world into Created in China；（2）The present invention
Press injecting type buffer layer is provided with, with efficient shockproof function, with real practicality；（3）Using press injecting type buffer layer into
This is low, and easy construction, speed is fast；（4）The present invention is provided with vertical load-bearing ddividing wall and underground traffic bearing soleplate increases stress,
Safety；（5）The present invention is provided with antiseepage protective layer, fully takes into account the drainage caused because rainwater.
Description of the drawings
Fig. 1 is the class rectangle Urban Underground Complex schematic cross-sectional view of efficiently damping of the invention；
Fig. 2 is motorized traffic layer base plate schematic cross-sectional view.
Number explanation in figure：1 is lower floor's station wagon dedicated bay；2 is upper strata station wagon dedicated bay；3 is lower floor's traffic
Emergency evacuation cabin；4 is upper strata traffic emergent evacuation cabin；5 is sponge city cabin；6 is electric compartment；7 is telecommunications cabin；8 is combustion gas
Cabin；9 is without electric pipe gallery cabin；10 is water tank；11 is class rectangle section concrete shell；12 is antiseepage protective layer；13 is perpendicular
To load-bearing ddividing wall；14 is underground traffic bearing soleplate；15 is pipe gallery bearing soleplate；16 is security isolation wall；17 is comprehensive
Close piping lane partition wall；18 is natural gas explosiveproof isolation cabin；19 is anti-collision wall；20 press injecting type buffer layers 20；14-1 is web；14-2 is
Flange plate；14-3 is circumferential rib；14-4 is class rectangle cavity；14-5 is trough plate connecting bolt.
Specific embodiment
In order to further illustrate the present invention, below in conjunction with the accompanying drawings and embodiment is described in detail to the present invention, but not
They can be interpreted as limiting the scope of the present invention.
With reference to Fig. 1 and Fig. 2, a kind of class rectangle Urban Underground Complex of efficient damping, including lower floor's station wagon is special
Cabin 1, upper strata station wagon dedicated bay 2, lower floor's traffic emergent evacuation cabin 3, upper strata traffic emergent evacuation cabin 4, sponge city cabin
5th, electric compartment 6, telecommunications cabin 7, combustion gas cabin 8, without electric pipe gallery cabin 9, water tank 10, class rectangle section concrete shell 11, antiseepage
Protective layer 12, vertical load-bearing ddividing wall 13, underground traffic bearing soleplate 14, pipe gallery bearing soleplate 15, security isolation wall 16,
Pipe gallery partition wall 17, natural gas explosiveproof isolation cabin 18, anti-collision wall 19, press injecting type buffer layer 20；
The cross section of class rectangle section concrete shell 11 is rectangle and four corners adopt arc-shaped transition, forms class rectangle and breaks
Face；Vertical load-bearing ddividing wall 13 is arranged on the midline inside class rectangle section concrete shell 11, the vertical load-bearing segmentation
The both sides of wall 13 are provided with underground traffic bearing soleplate 14, and the top of the underground traffic bearing soleplate 14 is provided with integrated pipe
Corridor bearing soleplate 15,
The inside of class rectangle section concrete shell 11 is averagely divided into three layers of nacelle, from it is lower on be followed successively by bottom, intermediate layer
And top layer；Bottom and intermediate layer are set to traffic layer, and top layer is set to pipe gallery and sponge city layer；
Class rectangle section concrete shell 11, vertical load-bearing ddividing wall 13, underground traffic bearing soleplate 14, pipe gallery load-bearing bottom
Plate 15 collectively forms transverse and longitudinal space lattice formula cross section staggeredly；
The bottom, the both sides of vertical load-bearing ddividing wall 13 are disposed as lower floor station wagon dedicated bay 1, the small-sized visitor of the lower floor
The other end of car dedicated bay 1 is provided with security isolation wall 16, and it is urgent that the opposite side of security isolation wall 16 is provided with lower floor's traffic
Cabin 3 is evacuated, the bottom of lower floor's station wagon dedicated bay 1 is provided with anti-collision wall 19 with the intersection of security isolation wall 16；
The intermediate layer, the both sides of vertical load-bearing ddividing wall 13 are disposed as upper strata station wagon dedicated bay 2, and the upper strata is small-sized
The other end of car dedicated bay 2 is provided with security isolation wall 16, and it is tight that the opposite side of security isolation wall 16 is provided with upper strata traffic
Anxious to evacuate cabin 4, the bottom of upper strata station wagon dedicated bay 2 is provided with anti-collision wall 19 with the intersection of security isolation wall 16；
The top layer, one end of vertical load-bearing ddividing wall 13 is provided with telecommunications cabin 7, and the opposite side in the telecommunications cabin 7 is provided with electricity
Power cabin 6, the opposite side of the electric compartment 6 is provided with sponge city cabin 5；The other end of the vertical load-bearing ddividing wall 13 sets
Explosion-proof link plate protection combustion gas cabin 8 is equipped with, the opposite side in the explosion-proof link plate protection combustion gas cabin 8 is provided with without electric pipe gallery cabin
9, the opposite side without electric pipe gallery cabin 9 is provided with water tank 10；Between the telecommunications cabin 7 and electric compartment 6, electric compartment 6 with
Sponge city between cabin 5, explosion-proof link plate protection combustion gas cabin 8 and without between electric pipe gallery cabin 9, without electric pipe gallery cabin 9 with
Water tank 10 it, between be provided with pipe gallery partition wall 17；
The vertical load-bearing ddividing wall 13 of traffic layer adopts subsection setup, arranges conveniently detachable in the range of 1000 meters ~ 3000 meters
Vertical load-bearing ddividing wall 13；
Multiple communication passages are set between lower floor's traffic emergent evacuation cabin 3 and upper strata traffic emergent evacuation cabin 4 of homonymy；
In the vertical load-bearing ddividing wall 13 with traffic layer inside lower floor station wagon dedicated bay 1 and upper strata station wagon dedicated bay 2
Intersection is provided with security isolation wall 16, and multiple egress doors are opened up on security isolation wall 16；Egress door has fire-proof function.
Lower floor's traffic emergent evacuation cabin 3, upper strata traffic emergent evacuation cabin 4, sponge city cabin 5, electric compartment 6, telecommunications cabin
7th, combustion gas cabin 8, be uniformly respectively provided with multiple emergency evacuation passages for leading directly to earth's surface without electric pipe gallery cabin 9, water tank 10；
Lower floor's traffic emergent evacuation cabin 3 of emergency evacuation passage homonymy, upper strata traffic emergent evacuation cabin 4 arrange communication passage；
The periphery of the class rectangle section concrete shell 11 is provided with continuous antiseepage protective layer 12；The antiseepage protective layer 12
Outside be provided with press injecting type buffer layer 20.
The class rectangle section concrete shell 11 is made using water-proof concrete assembly flow shop, and assembly flow shop is adopted
The ring fissure of displacement and longitudinal fissure of displacement, and the seam crossing of the ring fissure of displacement and longitudinal fissure of displacement carries out water-proofing treatment.
The antiseepage protective layer 12 is prevented using cement mortar waterproof layer, coil waterproof layer, coating waterproof layer, drainage systems
One or more of water layer, bentonite waterproof material waterproofing layer, when using a kind of independent waterproof layer, adopt two-layer and two-layer with
On waterproof type.
The press injecting type buffer layer 20 is made using asphalt series, urethane vinegar system, rubber series, silicones based material,
And with hardening additive together with pressure injection, buffer layer is formed after hardening.
The underground traffic bearing soleplate 14 and pipe gallery bearing soleplate 15 adopt assembly concrete component assembly, adopt
With one kind of beam channel, tee girder, lattice beam channel, horseshoe ellbeam or box beam, the underground traffic bearing soleplate 14 and comprehensive
The one end for closing piping lane bearing soleplate 15 is connected with vertical load-bearing ddividing wall 13, the underground traffic bearing soleplate 14 and integrated pipe
The other end of corridor bearing soleplate 15 is connected with class rectangle section concrete shell 11.
The lattice beam channel includes web 14-1, flange plate 14-2, circumferential rib 14-3, class rectangle cavity 14-4 and groove
Shape plate connecting bolt 14-5, is provided with some circumferential rib 14-3 between two web 14-1, circumferential rib 14-3 is uniformly distributed, annular
Height of the height of rib 14-3 less than web 14-1, top and the flange plate 14-2 of circumferential rib 14-3 are connected；Circumferential rib 14-
Class rectangle cavity 14-4 is opened up on 3, class rectangle cavity 14-4 is set to rectangle, at the corner of class rectangle cavity 14-4 circular arc is adopted
Transition；Two adjacent web 14-1 of lattice beam channel are connected using trough plate connecting bolt 14-5.
The natural gas explosiveproof isolation cabin 18 adopts xoncrete structure, and adds fiber, and fiber is fine using carbon fiber, steel
One kind in dimension, glass fibre or polypropylene fibre.
The anti-collision wall 23 adopts prefabricated assembled assembly.
The present invention plans as a whole the planning of all kinds of municipal pipelines, builds and manage, solve repeatedly excavated pavement, built on stilts gauze it is intensive,
The problems such as pipeline Frequent Accidents, be conducive to ensureing urban safety, improve city function, beautifying city landscape, promote city intensive
Efficient and Transformation Development, is conducive to improving urban carrying capacity and urbanization quality, is conducive to increasing public product
Effective investment, pulling social capital put into, make the new power of economic development.Become extensive style, stand large flat bread urban development pattern into collection
About formula, solid mode, to underground space is wanted；Break through urban land, air, water source, per capita greenery patches, city space, the energy, ring
The resource environment total amount constraint such as border；Traffic congestion, air dirt, noise pollution, visual pollution, city are seen sea, greening is not enough,
Real estate finance transition, the decline of old town vigor etc. cause the urban disease of life carries out comprehensive improvement；Become made in China into China
Create, cultivate high-end industry cluster leading in the world.
The present invention is provided with press injecting type buffer layer 20, with efficient shockproof function, with real practicality.
The above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, under the premise without departing from the principles of the invention, some improvements and modifications can also be made, these improvements and modifications also should
It is considered as protection scope of the present invention.
Claims (8)
1. the class rectangle Urban Underground Complex of efficient damping, it is characterised in that including lower floor's station wagon dedicated bay (1), on
Layer station wagon dedicated bay (2), lower floor's traffic emergent evacuation cabin (3), upper strata traffic emergent evacuation cabin (4), sponge city cabin
(5), electric compartment (6), telecommunications cabin (7), combustion gas cabin (8), without electric pipe gallery cabin (9), water tank (10), class rectangle section concrete
Housing (11), antiseepage protective layer (12), vertical load-bearing ddividing wall (13), underground traffic bearing soleplate (14), pipe gallery load-bearing
Base plate (15), security isolation wall (16), pipe gallery partition wall (17), natural gas explosiveproof isolation cabin (18), anti-collision wall (19), pressure injection
Formula buffer layer (20)；
The cross section of class rectangle section concrete shell (11) is rectangle and four corners adopt arc-shaped transition, forms class rectangle and breaks
Face；Vertical load-bearing ddividing wall (13) is arranged on the internal midline of class rectangle section concrete shell (11), the vertical load-bearing
The both sides of ddividing wall (13) are provided with underground traffic bearing soleplate (14), set above the underground traffic bearing soleplate (14)
Pipe gallery bearing soleplate (15) is equipped with,
Three layers of nacelle will be averagely divided into inside class rectangle section concrete shell (11), from it is lower on be followed successively by bottom, centre
Layer and top layer；Bottom and intermediate layer are set to traffic layer, and top layer is set to pipe gallery and sponge city layer；
Class rectangle section concrete shell (11), vertical load-bearing ddividing wall (13), underground traffic bearing soleplate (14), pipe gallery
Bearing soleplate (15) collectively forms transverse and longitudinal space lattice formula cross section staggeredly；
The bottom, the both sides of vertical load-bearing ddividing wall (13) are disposed as lower floor's station wagon dedicated bay (1), and the lower floor is little
The other end of type car dedicated bay (1) is provided with security isolation wall (16), and the opposite side of security isolation wall (16) is provided with down
Layer traffic emergent evacuation cabin (3), lower floor's station wagon dedicated bay (1) bottom is provided with security isolation wall (16) intersection
Anti-collision wall (19)；
The intermediate layer, the both sides of vertical load-bearing ddividing wall (13) are disposed as upper strata station wagon dedicated bay (2), the upper strata
The other end of station wagon dedicated bay (2) is provided with security isolation wall (16), and the opposite side of security isolation wall (16) is provided with
Upper strata traffic emergent evacuation cabin (4), upper strata station wagon dedicated bay (2) bottom is arranged with security isolation wall (16) intersection
There is anti-collision wall (19)；
The top layer, one end of vertical load-bearing ddividing wall (13) is provided with telecommunications cabin (7), and the opposite side of the telecommunications cabin (7) sets
Electric compartment (6) is equipped with, the opposite side of the electric compartment (6) is provided with sponge city cabin (5)；The vertical load-bearing ddividing wall
(13) the other end is provided with explosion-proof link plate protection combustion gas cabin (8), and the opposite side of explosion-proof link plate protection combustion gas cabin (8) sets
It is equipped with without electric pipe gallery cabin (9), the opposite side without electric pipe gallery cabin (9) is provided with water tank (10)；The telecommunications cabin
(7) and electric compartment (6) between, electric compartment (6) and sponge city between cabin (5), explosion-proof link plate protection combustion gas cabin (8) with without electricity
Between pipe gallery cabin (9), without electric pipe gallery cabin (9) and water tank (10) it, between be provided with pipe gallery partition wall (17)；
The vertical load-bearing ddividing wall (13) of traffic layer adopts subsection setup, and arranging in the range of 1000 meters ~ 3000 meters conveniently to tear open
The vertical load-bearing ddividing wall (13) of dress；
Multiple communication passages are set between lower floor's traffic emergent evacuation cabin (3) and upper strata traffic emergent evacuation cabin (4) of homonymy；
The internal vertical load-bearing with traffic layer of lower floor's station wagon dedicated bay (1) and upper strata station wagon dedicated bay (2) is split
Wall (13) intersection is provided with security isolation wall (16), and security isolation wall opens up multiple egress doors on (16)；
Lower floor's traffic emergent evacuation cabin (3), upper strata traffic emergent evacuation cabin (4), sponge city cabin (5), electric compartment (6), electricity
Letter cabin (7), combustion gas cabin (8), be uniformly respectively provided with multiple earth's surfaces that lead directly to without electric pipe gallery cabin (9), water tank (10)
Emergency evacuation passage；Lower floor's traffic emergent evacuation cabin (3) of emergency evacuation passage homonymy, upper strata traffic emergent evacuation cabin (4) set
Put communication passage；
The periphery of the class rectangle section concrete shell (11) is provided with continuous antiseepage protective layer (12)；The antiseepage protection
Press injecting type buffer layer (20) is provided with the outside of layer (12).
2. the class rectangle Urban Underground Complex of efficient damping according to claim 1, it is characterised in that：The class rectangle is broken
Surface concrete housing (11) is made using water-proof concrete assembly flow shop, and assembly flow shop is wrong using the ring fissure of displacement and longitudinal direction
Seam, and the seam crossing of the ring fissure of displacement and longitudinal fissure of displacement carries out water-proofing treatment.
3. the class rectangle Urban Underground Complex of efficient damping according to claim 1, it is characterised in that：The antiseepage protection
Layer (12) is using cement mortar waterproof layer, coil waterproof layer, coating waterproof layer, drainage systems waterproof layer, bentonite waterproof material
One or more of material waterproof layer, when using a kind of independent waterproof layer, using waterproof type more than two-layer and two-layer.
4. the class rectangle Urban Underground Complex of efficient damping according to claim 1, it is characterised in that：The press injecting type subtracts
Shake layer (20) is made using asphalt series, urethane vinegar system, rubber series, silicones based material, and together with hardening additive
Pressure injection, forms buffer layer after hardening.
5. the class rectangle Urban Underground Complex of efficient damping according to claim 1, it is characterised in that：The underground traffic
Bearing soleplate (14) and pipe gallery bearing soleplate (15) using assembly concrete component assembly, using beam channel, tee girder,
One kind of lattice beam channel, horseshoe ellbeam or box beam, the underground traffic bearing soleplate (14) and pipe gallery load-bearing bottom
One end of plate (15) is connected with vertical load-bearing ddividing wall (13), the underground traffic bearing soleplate (14) and pipe gallery load-bearing
The other end of base plate (15) is connected with class rectangle section concrete shell (11).
6. the class rectangle Urban Underground Complex of efficient damping according to claim 5, it is characterised in that：The lattice groove
Ellbeam includes web (14-1), flange plate (14-2), circumferential rib (14-3), class rectangle cavity (14-4) and trough plate connecting bolt
(14-5) some circumferential ribs (14-3), are provided between two webs (14-1), circumferential rib (14-3) is uniformly distributed, circumferential rib
(14-3) less than the height of web (14-1), top and the flange plate (14-2) of circumferential rib (14-3) are connected height；Ring
Class rectangle cavity (14-4) is opened up on shape rib (14-3), class rectangle cavity (14-4) is set to rectangle, class rectangle cavity (14-4)
Corner at adopt arc transition；Two adjacent webs (14-1) of lattice beam channel adopt trough plate connecting bolt (14-5)
Connection.
7. the class rectangle Urban Underground Complex of efficient damping according to claim 1, it is characterised in that：The natural gas is prevented
Quick-fried cofferdam (18) adopts xoncrete structure, and adds fiber, and fiber adopts carbon fiber, steel fibre, glass fibre or polypropylene
One kind in fiber.
8. the class rectangle Urban Underground Complex of efficient damping according to claim 1, it is characterised in that：The anti-collision wall
(23) using prefabricated assembled assembly.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710023732.6A CN106638682A (en) | 2017-01-13 | 2017-01-13 | Efficient-seismic-reduction quasi-rectangular city underground architecture complex |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710023732.6A CN106638682A (en) | 2017-01-13 | 2017-01-13 | Efficient-seismic-reduction quasi-rectangular city underground architecture complex |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106638682A true CN106638682A (en) | 2017-05-10 |
Family
ID=58844259
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710023732.6A Pending CN106638682A (en) | 2017-01-13 | 2017-01-13 | Efficient-seismic-reduction quasi-rectangular city underground architecture complex |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106638682A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108396776A (en) * | 2018-04-13 | 2018-08-14 | 沈阳建筑大学 | Three layers of class rectangle Urban Underground Complex for having both sqouynd absorption lowering noise, collecting airway dysfunction |
| CN108951703A (en) * | 2018-08-17 | 2018-12-07 | 金陵科技学院 | Assembled underground pipe gallery and its construction method |
| CN113216256A (en) * | 2021-06-01 | 2021-08-06 | 青岛地质工程勘察院(青岛地质勘查开发局) | Efficient damping four-type ladder-shaped urban underground complex |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104878778A (en) * | 2015-06-24 | 2015-09-02 | 金陵科技学院 | Aseismic strengthening structure with underground structure and strengthening method thereof |
| CN106013221A (en) * | 2016-06-21 | 2016-10-12 | 沈阳建筑大学 | Four-layer rectangle-like urban underground complex |
| CN106013215A (en) * | 2016-06-21 | 2016-10-12 | 沈阳建筑大学 | Three-layer rectangle-like urban underground complex |
| CN207079623U (en) * | 2017-01-13 | 2018-03-09 | 沈阳建筑大学 | A kind of class rectangle Urban Underground Complex of efficiently damping |
-
2017
- 2017-01-13 CN CN201710023732.6A patent/CN106638682A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104878778A (en) * | 2015-06-24 | 2015-09-02 | 金陵科技学院 | Aseismic strengthening structure with underground structure and strengthening method thereof |
| CN106013221A (en) * | 2016-06-21 | 2016-10-12 | 沈阳建筑大学 | Four-layer rectangle-like urban underground complex |
| CN106013215A (en) * | 2016-06-21 | 2016-10-12 | 沈阳建筑大学 | Three-layer rectangle-like urban underground complex |
| CN207079623U (en) * | 2017-01-13 | 2018-03-09 | 沈阳建筑大学 | A kind of class rectangle Urban Underground Complex of efficiently damping |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108396776A (en) * | 2018-04-13 | 2018-08-14 | 沈阳建筑大学 | Three layers of class rectangle Urban Underground Complex for having both sqouynd absorption lowering noise, collecting airway dysfunction |
| CN108951703A (en) * | 2018-08-17 | 2018-12-07 | 金陵科技学院 | Assembled underground pipe gallery and its construction method |
| CN113216256A (en) * | 2021-06-01 | 2021-08-06 | 青岛地质工程勘察院(青岛地质勘查开发局) | Efficient damping four-type ladder-shaped urban underground complex |
| CN113216256B (en) * | 2021-06-01 | 2022-09-20 | 青岛地质工程勘察院(青岛地质勘查开发局) | Four types of trapezoidal city underground complexes of high-efficient shock attenuation |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106013225B (en) | Six layers of circular traffic, pipe gallery and sponge Urban Underground Complex | |
| CN106013221B (en) | Four layers of class rectangle Urban Underground Complex | |
| CN106013215B (en) | Three layers of class rectangle Urban Underground Complex | |
| CN106013223B (en) | Elliptical section Urban Underground Complex | |
| CN105971009B (en) | Five layers of circular Urban Underground Complex | |
| CN207685859U (en) | A kind of underground pipe gallery | |
| CN106436755A (en) | Four-layer stair-like city underground comprehensive body | |
| CN106638682A (en) | Efficient-seismic-reduction quasi-rectangular city underground architecture complex | |
| CN204919244U (en) | Open type road that sinks | |
| 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 | |
| CN106013222B (en) | Three circular cross section Urban Underground Complexes | |
| CN206090613U (en) | Ungulate city of span underground complex | |
| CN207079623U (en) | A kind of class rectangle Urban Underground Complex of efficiently damping | |
| CN106013226B (en) | Double Circle section Urban Underground Complex | |
| CN206110168U (en) | Three -layer quasi -rectangular city underground complex | |
| CN106013224B (en) | The ungulate Urban Underground Complex of span | |
| CN106013938B (en) | Above and below ground urban transportation and pipeline coordination body | |
| CN107419948A (en) | A kind of dual peacetime Underground Urban Complex | |
| CN206110171U (en) | Double circle section city underground complex | |
| CN206128816U (en) | Secret urban traffic in ground and pipe network complex | |
| CN206956773U (en) | A kind of four layers of class stairstepping Urban Underground Complex | |
| CN206408643U (en) | A kind of three circular cross section Urban Underground Complexes | |
| CN207469868U (en) | A kind of dual peacetime Underground Urban Complex | |
| CN211948551U (en) | Underground parking garage and urban tunnel co-construction structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170510 |
|
| RJ01 | Rejection of invention patent application after publication |