CN206110168U - Three -layer quasi -rectangular city underground complex - Google Patents
Three -layer quasi -rectangular city underground complex Download PDFInfo
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- CN206110168U CN206110168U CN201620613387.2U CN201620613387U CN206110168U CN 206110168 U CN206110168 U CN 206110168U CN 201620613387 U CN201620613387 U CN 201620613387U CN 206110168 U CN206110168 U CN 206110168U
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- cabin
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- class rectangle
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Abstract
The utility model provides a three -layer quasi -rectangular city underground complex, including the mini bus of lower floor special cabin, the special cabin of upper mini bus, lower floor traffic emergency evacuation cabin, upper traffic emergency evacuation cabin, sponge city with cabin, electric power cabin, telecommunications cabin, fire air cabin, electroless utility tunnel cabin, water tank, quasi -rectangular section concrete shell body's cross section is the rectangle, quasi -rectangular section concrete shell body's the outside is provided with the prevention of seepage protective layer, and vertical bearing dividing wall sets up the central line department at quasi -rectangular section concrete shell body, sets up underground traffic bearing soleplate and utility tunnel bearing soleplate respectively in vertical bearing dividing wall both sides, and underground traffic bearing soleplate has priority and arranges the below at utility tunnel bearing soleplate, the utility model discloses break through resource environment total amount restraints such as city land, air, water source, greenery patches, per capita city space, the energy, environment, to traffic jams, air dirt, noise pollution, visual pollution, etc. Carry out the comprehensive improvement, become the made in china for china's creation.
Description
Technical field
This utility model belongs to Impacts Evaluation of Urban Tunnel engineering field and urban operating mechanism technical field, and more particularly to a kind of three
Layer class rectangle Urban Underground Complex.
Background technology
Urban transportation builds 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 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 propose 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 leading in the world high-end into Created in China
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, melt various traffic forms in one underground space synthesises type present.In the world, Japan and America and Europe are empty in underground
Between exploitation and construction maintain the leading position, advocate and propose synthesization and the solid of underground city and urban underground space at first
Change utility strategies.Totally see, the underground space synthesises for including multiple transportation modes or several functions have when many national
Occur, but there is not yet collection " Urban Underground pipe gallery, Urban Underground expressway, urban underground construction space " Urban Underground
Synthesises type.Therefore, in the urgent need to developing underground space synthesises, national green building and the strategy of sustainable development are adapted to.
Utility model content
This utility model provides a kind of three layers of class rectangle Urban Underground Complex, and " traffic congestion, sponge city are solved with this
The World Cities development problem of city, pipe gallery " integration, save construction investment and make that " on the ground, thing and car are on ground for people
Under " green ecological ideal city provide technical scheme.
To achieve these goals, the technical solution adopted in the utility model is：A kind of three layers of class rectangle Urban Underground are comprehensive
Zoarium, including lower floor's station wagon dedicated bay, upper strata station wagon dedicated bay, lower floor's traffic emergent evacuation cabin, upper strata traffic it is tight
It is anxious evacuate cabin, sponge city cabin, electric compartment, telecommunications cabin, combustion gas cabin, without electric pipe gallery cabin, water tank, class rectangle section coagulation
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, web, flange plate, circumferential rib, class rectangle cavity, trough plate
Connecting bolt；
The transverse section of the class rectangle section concrete shell is rectangle, and four angles of the rectangle adopt arc-shaped transition,
Form class rectangle section；Antiseepage protective layer is provided with the outside of the class rectangle section concrete shell；
The vertical load-bearing ddividing wall is arranged on the midline of class rectangle section concrete shell, by class rectangle section coagulation
Soil cursting body is averagely divided into left and right two parts, is respectively provided with underground traffic bearing soleplate and comprehensive in vertical load-bearing ddividing wall both sides
Piping lane bearing soleplate is closed, underground traffic bearing soleplate is preferentially arranged in the lower section of pipe gallery bearing soleplate；The vertical load-bearing
Ddividing wall, the underground traffic bearing soleplate and the pipe gallery bearing soleplate constitute three layers of nacelle, respectively bottom, centre
Layer and top layer；Bottom and intermediate layer are preferentially set to traffic layer, and top layer is preferentially set to integrated management layer；
It is the class rectangle section concrete shell, the vertical load-bearing ddividing wall, the underground traffic bearing soleplate, described
Pipe gallery bearing soleplate collectively forms transverse and longitudinal space lattice formula transverse section staggeredly；
In bottom, lower floor's station wagon dedicated bay, the lower floor are respectively arranged with positioned at the both sides of vertical load-bearing ddividing wall
The opposite side of station wagon dedicated bay is provided with lower floor's traffic emergent evacuation cabin, lower floor's station wagon dedicated bay and it is described under
Layer traffic emergent evacuation is preferentially provided with security isolation wall between cabin；
In intermediate layer, be respectively arranged with upper strata station wagon dedicated bay positioned at the both sides of vertical load-bearing ddividing wall, it is described on
The opposite side of layer station wagon dedicated bay is provided with upper strata traffic emergent evacuation cabin, the upper strata station wagon dedicated bay and described
Upper strata is preferentially provided with security isolation wall between traffic emergent evacuation cabin；
In top layer, in the both sides of vertical load-bearing ddividing wall, the space of both sides is separated into using pipe gallery partition wall multiple
Integrated pipe stowing；The both sides adjacent with vertical load-bearing ddividing wall, side are provided with telecommunications cabin, opposite side and are provided with combustion gas cabin, institute
State combustion gas cabin and first adopt natural gas explosiveproof isolation cabin；The opposite side in the telecommunications cabin is provided with electric compartment, the electric compartment it is another
Side is provided with sponge city cabin；The opposite side in the 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；
Lower floor's station wagon dedicated bay is respectively arranged with the bottom of the both sides of the upper strata station wagon dedicated bay
There is anti-collision wall；
The vertical load-bearing ddividing wall of traffic layer preferentially adopts subsection setup, is the direction in tunnel in the direction along hole
Conveniently detachable vertical load-bearing ddividing wall is preferentially set in the range of the m of 1000m ~ 3000；Lower floor's traffic emergent evacuation cabin of homonymy
Multiple communication passages are provided with and the traffic emergent evacuation cabin of upper strata between；
Lower floor's traffic emergent evacuation cabin, upper strata traffic emergent evacuation cabin, sponge city cabin, electric compartment, telecommunications cabin,
Combustion gas cabin, multiple emergency evacuation passages for leading directly to earth's surface are respectively set without electric pipe gallery cabin, water tank, and it is preferential uniform
Distribution.
Used as a kind of preferred technical scheme, the class rectangle section concrete shell adopts water-proof concrete material system
Into, and the class rectangle section concrete shell preferentially installed using assembled, assembled seam preferentially using the ring fissure of displacement and
Longitudinal fissure of displacement；And the ring fissure of displacement and longitudinal fissure of displacement carry out water-proofing treatment.
Used as a kind of preferred technical scheme, the antiseepage protective layer adopts cement mortar waterproof layer, coil waterproof layer, painting
Expect waterproof layer, drainage systems waterproof layer, combine for one or more of bentonite waterproof material waterproofing layer, when using a kind of
It is during single waterproof layer, preferential to adopt two-layer and waterproof type more than two-layer.
Used as a kind of preferred technical scheme, the underground traffic bearing soleplate and the pipe gallery bearing soleplate are preferential
Using assembly concrete component assembly；The assembly concrete component assembly can using lattice beam channel, tee girder,
One kind of Horse hoof ellbeam, box beam, and preferentially adopt lattice beam channel；The underground traffic bearing soleplate and the integrated pipe
One end of corridor bearing soleplate is connected with vertical load-bearing ddividing wall, and the other end is connected with class rectangle section concrete shell.
Used as a kind of preferred technical scheme, the lattice beam channel includes web, flange plate, circumferential rib, class rectangle
Cavity, trough plate connecting bolt, arrange some circumferential ribs between two webs, and the circumferential rib is preferentially uniformly distributed, and described
Highly less than the height of web, the circumferential rib top is connected circumferential rib with flange plate；Class square is opened up on the circumferential rib
Shape cavity, the class rectangle cavity are rectangle, and at the rectangle corner of class rectangle cavity adopt arc transition；Two lattices
The web of beam channel adjacent is connected using trough plate connecting bolt.
Used as a kind of preferred technical scheme, the natural gas explosiveproof isolation cabin is preferentially made using xoncrete structure, institute
State xoncrete structure and preferentially add fiber, the fiber is preferentially using in carbon fiber, steel fibre, glass fibre and polypropylene fibre
A kind of material.
Used as a kind of preferred technical scheme, the anti-collision wall is preferentially using prefabricated assembled assembled.
As a kind of preferred technical scheme, on the security isolation wall, multiple egress doors are opened up.
Compared with prior art, the beneficial effects of the utility model are：（1）Plan as a whole all kinds of municipal pipeline planning, build
And if management, the problems such as solve repeatedly excavated pavement, intensive built on stilts gauze, pipeline Frequent Accidents；（2）Be conducive to ensureing city peace
Entirely, city function, beautifying city landscape are improved, promotes the intensive efficient and Transformation Development in city, improve urban carrying capacity
And urbanization quality；（3）Be conducive to increasing the investment of public product, pull social capital input, to make economic development new
Power, becomes extensive style, stand large flat bread urban development pattern into intensive, solid mode；（4）Break through urban land, empty gas and water
Source, per capita greenery patches, the constraint of the resource environment such as city space, the energy, environment total amount；（5）To traffic congestion, air dirt, noise
Pollution, visual pollution, city see that not enough sea, greening, real estate finance transition, the decline of old town vigor etc. carry out comprehensive improvement,
Change made in China cultivates high-end industry cluster leading in the world into Created in China.
Description of the drawings
Fig. 1 is three layers of class rectangle Urban Underground Complex schematic cross-sectional view of this utility model；
Fig. 2 is lattice beam channel sectional schematic diagram.
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 emergent 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 nothing
Electric pipe gallery cabin；10 is water tank；11 is class rectangle section concrete shell；12 is antiseepage protective layer；13 are vertical load-bearing point
Cut wall；14 is underground traffic bearing soleplate；15 is pipe gallery bearing soleplate；16 is security isolation wall；17 be pipe gallery every
Wall；18 is natural gas explosiveproof isolation cabin；19 is anti-collision wall；14-1 is web；14-2 is flange plate；14-3 is circumferential rib；14-4
For class rectangle cavity；14-5 is trough plate connecting bolt.
Specific embodiment：
In order to further illustrate this utility model, below in conjunction with the accompanying drawings and embodiment is retouched in detail to this utility model
State, but they can not be interpreted as the restriction to this utility model protection domain.
With reference to Fig. 1 and body 2, a kind of three layers of class rectangle Urban Underground Complex, including lower floor 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 power
Cabin 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
12nd, vertical load-bearing segmentation 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, web 14-1, flange plate 14-2, circumferential rib 14-3 class rectangle cavitys
14-4, trough plate connecting bolt 14-5；
The transverse section of the class rectangle section concrete shell 11 is rectangle, and four angles of the rectangle adopt arc mistake
Cross, form class rectangle section；The outside of the class rectangle section concrete shell 11 is provided with antiseepage protective layer 12；
The vertical load-bearing ddividing wall 13 is arranged on the midline of class rectangle section concrete shell 11, by class rectangle section
Concrete shell 11 is averagely divided into left and right two parts, splits 13 both sides in vertical load-bearing and is respectively provided with underground traffic load-bearing bottom
Plate 14 and pipe gallery bearing soleplate 15, underground traffic bearing soleplate 14 are preferentially arranged under pipe gallery bearing soleplate 15
Side；The vertical load-bearing segmentation 13, the underground traffic bearing soleplate 14 and pipe gallery bearing soleplate 15 constitute three layers of nacelle,
Respectively bottom, intermediate layer and top layer；Bottom and intermediate layer are preferentially set to traffic layer, and top layer is preferentially set to integrated management
Layer；
The class rectangle section concrete shell 11, the vertical load-bearing ddividing wall 13, the underground traffic bearing soleplate
14th, the pipe gallery bearing soleplate 15 collectively forms transverse and longitudinal space lattice formula transverse section staggeredly；
In bottom, be respectively arranged with lower floor station wagon dedicated bay 1 positioned at the both sides of vertical load-bearing ddividing wall 13, it is described under
The opposite side of layer station wagon dedicated bay 1 is provided with lower floor's traffic emergent evacuation cabin 3,1 He of lower floor's station wagon dedicated bay
Security isolation wall 16 is provided with preferentially between lower floor's traffic emergent evacuation cabin 3；
In intermediate layer, upper strata station wagon dedicated bay 2 is respectively arranged with positioned at the both sides of vertical load-bearing ddividing wall 13, it is described
The opposite side of upper strata station wagon dedicated bay 2 is provided with upper strata traffic emergent evacuation cabin 4；The upper strata station wagon dedicated bay 2
Security isolation wall 16 is provided with preferentially and the upper strata traffic emergent evacuation cabin 4 between；
In top layer, in the both sides of vertical load-bearing ddividing wall 13, the space of both sides is separated into using pipe gallery partition wall 17
Multiple integrated pipe stowings；The both sides adjacent with vertical load-bearing ddividing wall 13, side is provided with telecommunications cabin 7, opposite side and is provided with combustion
Gas cabin 8, the combustion gas cabin 8 first adopt natural gas explosiveproof isolation cabin 18；The opposite side in the telecommunications cabin 7 is provided with electric compartment 6, institute
The opposite side for stating electric compartment 6 is provided with sponge city cabin 5；The opposite side in the combustion gas cabin 8 is provided with without electric pipe gallery cabin
9th, the opposite side without electric pipe gallery cabin 9 is provided with water tank 10；In actual application, electric compartment 6 is preferentially disposed distally to
Combustion gas cabin 8；
The bottom of lower floor's station wagon dedicated bay 1 and the both sides of the upper strata station wagon dedicated bay (2) is respectively
It is provided with anti-collision wall 19；
The vertical load-bearing ddividing wall 13 of traffic layer preferentially adopts subsection setup, is the direction in tunnel in the direction along hole
Conveniently detachable vertical load-bearing ddividing wall 13 is preferentially set in the range of the m of 1000m ~ 3000；Lower floor's traffic emergent evacuation of homonymy
Multiple communication passages are provided between cabin 3 and upper strata traffic emergent evacuation cabin 4；
Lower floor's traffic emergent evacuation cabin 3, upper strata traffic emergent evacuation cabin 4, sponge city cabin 5, electric compartment 6, electricity
Believe cabin 7, combustion gas cabin 8, multiple emergency evacuation passages for leading directly to earth's surface be respectively set without electric pipe gallery cabin 9, water tank 10,
And be preferentially uniformly distributed.
Used as a kind of preferred technical scheme, the class rectangle section concrete shell 11 adopts water-proof concrete material system
Into, and the class rectangle section concrete shell 11 is preferential using assembled installation, assembled seam preferentially adopts the ring fissure of displacement
With longitudinal fissure of displacement；And the ring fissure of displacement and longitudinal fissure of displacement carry out water-proofing treatment.
As a kind of preferred technical scheme, the antiseepage protective layer 12 using cement mortar waterproof layer, coil waterproof layer,
Coating waterproof layer, drainage systems waterproof layer, combine for one or more of bentonite waterproof material waterproofing layer, when adopting one
It is when planting single waterproof layer, preferential to adopt two-layer and waterproof type more than two-layer.
As a kind of preferred technical scheme, the underground traffic bearing soleplate 14 and the pipe gallery bearing soleplate 15
Assembly concrete component assembly is adopted preferentially；The assembly concrete component assembly can adopt lattice beam channel, T-shaped
Beam, Horse hoof ellbeam, one kind of box beam, and preferentially adopt lattice beam channel；The underground traffic bearing soleplate 14 and described
One end of pipe gallery bearing soleplate 15 is connected with vertical load-bearing ddividing wall 13, the other end with class rectangle section concrete-shell
Body 11 connects.
Used as a kind of preferred technical scheme, the lattice beam channel includes web 14-1, flange plate 14-2, circumferential rib
14-3, class rectangle cavity 14-4, trough plate connecting bolt 14-5, some circumferential rib 14-3, institute are set between two web 14-1
State circumferential rib 14-3) preferentially it is uniformly distributed, and height of the circumferential rib 14-3 highly less than web 14-1, the circumferential rib
14-3 tops are connected with flange plate 14-2；Class rectangle cavity 14-4 is opened up on the circumferential rib 14-3, the class rectangle is empty
Chamber 14-4 is rectangle, and at the rectangle corner of class rectangle cavity 14-4 adopts arc transition；Two lattice beam channels are adjacent
The web 14-1 at place is connected using trough plate connecting bolt 14-5.
Used as a kind of preferred technical scheme, the natural gas explosiveproof isolation cabin 18 is preferentially made using xoncrete structure,
The xoncrete structure preferentially adds fiber, and the fiber preferentially adopts carbon fiber, steel fibre, glass fibre and polypropylene fibre
In a kind of material.
Used as a kind of preferred technical scheme, the anti-collision wall 23 is preferentially using prefabricated assembled assembled.
As a kind of preferred technical scheme, multiple egress doors on the security isolation wall 16, are opened up, egress door has anti-
Fiery function.
The above is only preferred implementation of the present utility model, it is noted that for the common skill of the art
For art personnel, on the premise of without departing from this utility model principle, some improvements and modifications can also be made, these improve and
Retouching also should be regarded as protection domain of the present utility model.
Claims (6)
1. a kind of three layers of class rectangle Urban Underground Complex, it is characterised in that including lower floor's station wagon dedicated bay (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
(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), web
(14-1), flange plate (14-2), circumferential rib (14-3), class rectangle cavity (14-4), trough plate connecting bolt (14-5)；
The transverse section of the class rectangle section concrete shell (11) is rectangle, and four angles of the rectangle adopt arc-shaped transition,
Form class rectangle section；Antiseepage protective layer (12) is provided with the outside of the class rectangle section concrete shell (11)；
The vertical load-bearing ddividing wall (13) is arranged on the midline of class rectangle section concrete shell (11), by class rectangle section
Concrete shell (11) is averagely divided into left and right two parts, is respectively provided with underground traffic and holds in vertical load-bearing ddividing wall (13) both sides
Weight base plate (14) and pipe gallery bearing soleplate (15), underground traffic bearing soleplate (14) are arranged in pipe gallery bearing soleplate
(15) lower section；The vertical load-bearing ddividing wall (13), the underground traffic bearing soleplate (14) and the pipe gallery load-bearing
Base plate (15) constitutes three layers of nacelle, respectively bottom, intermediate layer and top layer；Bottom and intermediate layer are set to traffic layer, and top layer sets
It is set to integrated management layer；
The class rectangle section concrete shell (11), the vertical load-bearing ddividing wall (13), the underground traffic bearing soleplate
(14), the pipe gallery bearing soleplate (15) collectively forms transverse and longitudinal space lattice formula transverse section staggeredly；
In bottom, be respectively arranged with lower floor's station wagon dedicated bay (1) positioned at the both sides of vertical load-bearing ddividing wall (13), it is described under
The opposite side of layer station wagon dedicated bay (1) is provided with lower floor's traffic emergent evacuation cabin (3), lower floor's station wagon dedicated bay
(1) security isolation wall (16) is provided with and lower floor's traffic emergent evacuation cabin (3) between；
In intermediate layer, upper strata station wagon dedicated bay (2) is respectively arranged with positioned at the both sides of vertical load-bearing ddividing wall (13), it is described
The opposite side on upper strata station wagon dedicated bay (2) is provided with upper strata traffic emergent evacuation cabin (4), and the upper strata station wagon is special
With security isolation wall (16) is provided between cabin (2) and the upper strata traffic emergent evacuation cabin (4)；
In top layer, in the both sides of vertical load-bearing ddividing wall (13), the space of both sides is separated into using pipe gallery partition wall (17)
Multiple integrated pipe stowings；The both sides adjacent with vertical load-bearing ddividing wall (13), side are provided with telecommunications cabin (7), opposite side and arrange
There is combustion gas cabin (8), the combustion gas cabin (8) first adopts natural gas explosiveproof isolation cabin (18)；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 combustion gas cabin (8) it is another
Side is provided with without electric pipe gallery cabin (9), and the opposite side without electric pipe gallery cabin (9) is provided with water tank (10)；
Lower floor's station wagon dedicated bay (1) is respectively set with the bottom of the both sides of the upper strata station wagon dedicated bay (2)
It is equipped with anti-collision wall (19)；
The vertical load-bearing ddividing wall (13) of traffic layer adopts subsection setup, the direction along hole be tunnel direction 1000m ~
Conveniently detachable vertical load-bearing ddividing wall (13) is set in the range of 3000 m；Lower floor's traffic emergent evacuation cabin (3) of homonymy and
Multiple communication passages are provided between upper strata traffic emergent evacuation cabin (4)；
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), respectively arrange without electric pipe gallery cabin (9), water tank (10) and multiple lead directly to earth's surface
Emergency evacuation passage, and be uniformly distributed.
2. a kind of three layers of class rectangle Urban Underground Complex according to claim 1, it is characterised in that：The class rectangle section
Concrete shell (11) is made using water-proof concrete material, and the class rectangle section concrete shell (11) adopts assembled
Install, assembled seam is using the ring fissure of displacement and longitudinal fissure of displacement；And the ring fissure of displacement and longitudinal fissure of displacement carry out water-proofing treatment.
3. a kind of three layers of class rectangle Urban Underground Complex according to claim 1, it is characterised in that：The antiseepage protective layer
(12) using cement mortar waterproof layer, coil waterproof layer, coating waterproof layer, drainage systems waterproof layer, bentonite waterproof material
One or more of waterproof layer is combined, when using a kind of single waterproof layer, using waterproof side more than two-layer and two-layer
Formula.
4. a kind of three layers of class rectangle Urban Underground Complex according to claim 1, it is characterised in that：The underground traffic is held
Weight base plate (14) and the pipe gallery bearing soleplate (15) are using assembly concrete component assembly；The assembly concrete
Component assembly can adopt lattice beam channel, tee girder, Horse hoof ellbeam, one kind of box beam, and adopt lattice beam channel；
One end of the underground traffic bearing soleplate (14) and the pipe gallery bearing soleplate (15) with vertical load-bearing ddividing wall
(13) connect, the other end is connected with class rectangle section concrete shell (11).
5. a kind of three layers of class rectangle Urban Underground Complex according to claim 4, it is characterised in that：The lattice flute profile
Beam includes web (14-1), flange plate (14-2), circumferential rib (14-3), class rectangle cavity (14-4), trough plate connecting bolt
(14-5) some circumferential ribs (14-3), are set between two webs (14-1), and the circumferential rib (14-3) is uniformly distributed, and described
Highly less than the height of web (14-1), (14-3 tops are integrally connected the circumferential rib circumferential rib (14-3) with flange plate (14-2)
Connect；Class rectangle cavity (14-4) is opened up on the circumferential rib (14-3), the class rectangle cavity (14-4) is rectangle, and in class square
Arc transition is adopted at the rectangle corner of shape cavity (14-4)；The web (14-1) of two lattice beam channel adjacents adopts groove
Shape plate connecting bolt (14-5) connects.
6. a kind of three layers of class rectangle Urban Underground Complex according to claim 1, it is characterised in that：The natural gas is explosion-proof
Cofferdam (18) is made using xoncrete structure, and the xoncrete structure adds fiber, and the fiber is fine using carbon fiber, steel
A kind of material in dimension, glass fibre and polypropylene fibre, the anti-collision wall (23) are using prefabricated assembled assembled, described
Security isolation wall opens up multiple egress doors on (16).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620613387.2U CN206110168U (en) | 2016-06-21 | 2016-06-21 | Three -layer quasi -rectangular city underground complex |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620613387.2U CN206110168U (en) | 2016-06-21 | 2016-06-21 | Three -layer quasi -rectangular city underground complex |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206110168U true CN206110168U (en) | 2017-04-19 |
Family
ID=58510638
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620613387.2U Withdrawn - After Issue CN206110168U (en) | 2016-06-21 | 2016-06-21 | Three -layer quasi -rectangular city underground complex |
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| Country | Link |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013215A (en) * | 2016-06-21 | 2016-10-12 | 沈阳建筑大学 | Three-layer rectangle-like urban underground complex |
-
2016
- 2016-06-21 CN CN201620613387.2U patent/CN206110168U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013215A (en) * | 2016-06-21 | 2016-10-12 | 沈阳建筑大学 | Three-layer rectangle-like urban underground complex |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170419 Effective date of abandoning: 20180427 |
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| AV01 | Patent right actively abandoned |