CN206090613U - Ungulate city of span underground complex - Google Patents
Ungulate city of span underground complex Download PDFInfo
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- CN206090613U CN206090613U CN201620613399.5U CN201620613399U CN206090613U CN 206090613 U CN206090613 U CN 206090613U CN 201620613399 U CN201620613399 U CN 201620613399U CN 206090613 U CN206090613 U CN 206090613U
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Abstract
The utility model provides an ungulate city of span underground complex, " the span is ungulate " section concrete casing are " the span is ungulate ", and vertical bearing is cut apart the wall and is lain in two horseshoe -shaped central lines, forms the cavity of two n shapes respectively, and overall layout is preferential to use the vertical bearing to cut apart the wall as axle symmetrical arrangement, include the special cabin of the mini bus of lower floor, the special cabin of upper mini bus, lower floor traffic emergency evacuation cabin, upper traffic emergency evacuation cabin, gas cabin, electric power cabin, water tank, rainwater cabin, telecommunications cabin, electroless utility tunnel cabin, the beneficial effects of the utility model are that plan as a whole all kinds of municipal pipelines planning, construction and management, solve and excavate repeatedly that road surface, built on stilts gauze are intensive, the pipeline accident takes place frequently the scheduling problem, become extensive style, stand large flat bread urban development mode and for intensive style, three -dimensional mode, want the space to the underground, break through resource environment total amount restraints such as city land, air, water source, greenery patches, per capita city space, the energy, environment.
Description
Technical field
The utility model belongs to Impacts Evaluation of Urban Tunnel engineering field and urban operating mechanism technical field, more particularly to a kind of double
Shape of a hoof Urban Underground Complex.
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 synthesis
Body type.Therefore, in the urgent need to developing underground space synthesis, national green building and the strategy of sustainable development are adapted to.
Utility model content
The purpose of this utility model is to solve the worldwide city of " traffic congestion, sponge city, pipe gallery " integration
City's development problem, save construction investment and make " on the ground, thing and car are in underground for people " green ecological ideal city provide skill
Art scheme.
To achieve these goals, the technical solution adopted in the utility model is：
The ungulate Urban Underground Complex of a kind of span, as shown in figure 1, its composition includes double u-shaped cross-section concrete-shells
Body, vertical load-bearing ddividing wall and cavity；Described pair of u-shaped cross-section concrete shell is that span is ungulate, vertical load-bearing ddividing wall position
In double horseshoe-shaped center lines, double u-shaped cross-section concrete shells form two symmetrical n shapes by axle of vertical load-bearing ddividing wall
Cavity, is provided with from the bottom to top respectively upper strata underground traffic bearing soleplate, upper strata underground traffic load-bearing top board in two cavitys,
The upper strata underground traffic bearing soleplate, upper strata underground traffic load-bearing top board and double u-shaped cross-section concrete shells form transverse and longitudinal
The cancelled structure that space-load staggeredly is integrally constrained；Outside in double u-shaped cross-section concrete shells arranges antiseepage protection
Layer；Both sides cavity layout is arranged by axial symmetry of vertical load-bearing ddividing wall；
Cavity is divided into three layers by the upper strata underground traffic bearing soleplate, upper strata underground traffic load-bearing top board, from the bottom to top
It is followed successively by as ground floor, the second layer, third layer；
The ground floor, near the left and right sides of vertical load-bearing ddividing wall, is respectively arranged with lower floor's station wagon special
Cabin；In the left and right sides away from vertical load-bearing ddividing wall, lower floor's traffic emergent evacuation cabin is respectively arranged with；The small-sized visitor of the lower floor
Security isolation wall is respectively set between car dedicated bay and lower floor's traffic emergent evacuation cabin, several peaces are set on security isolation wall
Air cock, security isolation wall and its safety door are respectively provided with fire-proof function；
The second layer arrangement is identical with ground floor, and the second layer left and right sides is respectively arranged with upper strata station wagon dedicated bay
With upper strata traffic emergent evacuation cabin, and upper strata station wagon dedicated bay, upper strata traffic emergent evacuation cabin and lower floor's station wagon are special
Alignment is corresponded to up and down with cabin, lower floor's traffic emergent evacuation cabin；Lower floor's station wagon dedicated bay, upper strata station wagon dedicated bay
The vertical load-bearing ddividing wall in both sides and the bottom of security isolation wall continuous anti-collision wall is respectively set.
The vertical load-bearing ddividing wall of the ground floor and the second layer preferentially adopts subsection setup, as shown in Fig. 1 cross sections,
Trend along hole is the direction in tunnel, is preferentially arranging conveniently detachable in the range of 1000 meters ~ 3000 meters of the direction in tunnel
Vertical load-bearing ddividing wall；The third layer, preferentially arranges 6 ~ 8 pipe gallery cabins, by pipe gallery between pipe gallery cabin
Partition wall separates, at the middle part of left and right sides n shape cavity third layer, the cabin that both sides pipe gallery partition wall is highly equal or difference is less
Preferentially as combustion gas cabin, combustion gas cabin internal priority increases setting security isolation cabin, symmetrical with vertical load-bearing ddividing wall with combustion gas cabin
Position preferentially arrange electric compartment；Near the preferential arrangement telecommunications cabin of left and right sides difference of the vertical load-bearing ddividing wall, without electricity
Pipe gallery cabin；Water tank, rainwater cabin are preferentially arranged respectively away from the left and right sides of the vertical load-bearing ddividing wall；
Some being interconnected is set between lower floor's traffic emergent evacuation cabin and upper strata traffic emergent evacuation cabin of the homonymy
Emergency evacuation passage, and lower floor's traffic emergent evacuation cabin and upper strata traffic emergent evacuation cabin be respectively provided with it is multiple with the direct phase in ground
Logical emergency evacuation passage；
The combustion gas cabin, electric compartment, water tank, rainwater cabin, telecommunications cabin, be respectively provided with without electric pipe gallery cabin it is multiple straight with ground
Connect the escape way for communicating.
Described pair of u-shaped cross-section concrete shell adopts water-proof concrete, and preferentially using assembly flow shop, and seam is entered
Row water-proofing treatment.
The antiseepage protective layer can be 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, it is preferential using two-layer and the above when using single waterproof layer
Waterproof type.
Upper strata underground traffic bearing soleplate, upper strata underground traffic load-bearing top board are preferentially spelled using assembly concrete component
Dress；Assembly concrete component adopts beam channel, tee girder, horseshoe ellbeam or box beam, preferentially adopts lattice beam channel；Institute
State upper strata underground traffic bearing soleplate, one end of upper strata underground traffic load-bearing top board to be connected with vertical load-bearing ddividing wall, the other end
It is connected with double u-shaped cross-section concrete shells.
As shown in Fig. 2 the composition of the lattice beam channel includes web, flange plate, circumferential rib, class rectangle cavity, groove
Shape plate connecting bolt, arranges some circumferential ribs between two webs, and circumferential rib is preferentially uniformly distributed, and the height of circumferential rib is less than abdomen
The height of plate, and circumferential rib top and flange plate integrated connection；Class rectangle cavity is opened up on circumferential rib, cavity is rectangle, and
The corner of rectangle adopts arc transition；Two lattice beam channel adjacent webs are connected using trough plate connecting bolt.
The security isolation cabin preferentially adopts xoncrete structure, and preferentially adds fiber, and fiber preferentially adopts carbon fiber, steel
Fiber, glass fibre and polypropylene fibre；Security isolation out of my cabin wall and combustion gas cabin inwall spacing priority acccess control 100mm ~
800mm, and top board spacing priority acccess control is in 500mm ~ 1000mm.
The anti-collision wall preferentially adopts prefabricated assembled assembly.
The beneficial effects of the utility model are to plan as a whole all kinds of municipal pipeline planning, build and manage, and road is excavated in solution repeatedly
The problems such as face, intensive built on stilts gauze, pipeline Frequent Accidents, be conducive to ensureing urban safety, improve city function, beautifying city scape
See, promote the intensive efficient and Transformation Development in city, be conducive to improving urban carrying capacity and urbanization quality, favorably
Put into, make the new power of economic development in public product effective investment, pulling social capital is increased.Become extensive style, stand large flat bread city
City's development model is intensive, solid mode, and to underground space is wanted；Break through urban land, air, water source, per capita greenery patches, city
The resource environment such as city space, the energy, environment total amount is constrained；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. are caused the urban disease of life and carry out comprehensive improvement；Become
Made in China is Created in China, cultivates high-end industry cluster leading in the world.
Description of the drawings
The ungulate Urban Underground Complex of span in the utility model is described further below in conjunction with the accompanying drawings：
Fig. 1 is the ungulate Urban Underground Complex schematic cross-sectional view of the utility model span；
Fig. 2 is lattice beam channel schematic cross-sectional view；
In figure：1 is lower floor's station wagon dedicated bay；2 is upper strata station wagon dedicated bay；3 is lower floor's traffic emergent evacuation
Cabin；4 is upper strata traffic emergent evacuation cabin；5 is combustion gas cabin；6 is electric compartment；7 is water tank；8 is rainwater cabin；9 is telecommunications cabin；10 are
Without electric pipe gallery cabin；11 are double u-shaped cross-section concrete shells；12 is antiseepage protective layer；13 is vertical load-bearing ddividing wall；
14 is upper strata underground traffic bearing soleplate；15 is upper strata underground traffic load-bearing top board；16 is security isolation wall；17 is pipe gallery
Partition wall；18 is security isolation cabin；19 is anti-collision wall；14-1 is web；14-2 is flange plate；14-3 is circumferential rib；14-4 is class
Rectangular enclosure；14-5 is trough plate connecting bolt.
Specific embodiment
In order to further illustrate the utility model, below in conjunction with the accompanying drawings and embodiment is retouched in detail to the utility model
State, but they can not be interpreted as the restriction to the utility model protection domain.
The ungulate Urban Underground Complex of a kind of span, as shown in figure 1, its composition includes double u-shaped cross-section concrete shells
11st, vertical load-bearing ddividing wall 13 and cavity；Described pair of u-shaped cross-section concrete shell 11 is that span is ungulate, vertical load-bearing segmentation
Wall 13 is located at double horseshoe-shaped center lines, and double u-shaped cross-section concrete shells 11 form two by axle of vertical load-bearing ddividing wall 13
Symmetrical n shape cavitys, upper strata underground traffic bearing soleplate 14, upper strata underground are provided with from the bottom to top respectively in two cavitys and are handed over
Logical load-bearing top board 15, the upper strata underground traffic bearing soleplate 14, upper strata underground traffic load-bearing top board 15 and double u-shaped cross-sections
Concrete shell 11 forms the cancelled structure that transverse and longitudinal space-load staggeredly is integrally constrained；In double u-shaped cross-section concrete-shells
The outside of body 11 arranges antiseepage protective layer 12；Both sides cavity layout is arranged by axial symmetry of vertical load-bearing ddividing wall 13；
Cavity is divided into three layers by the upper strata underground traffic bearing soleplate 14, upper strata underground traffic load-bearing top board 15, by under
It is supreme to be followed successively by as ground floor, the second layer, third layer；
The ground floor, near the left and right sides of vertical load-bearing ddividing wall 13, is respectively arranged with lower floor's station wagon special
With cabin 1；In the left and right sides away from vertical load-bearing ddividing wall 13, lower floor's traffic emergent evacuation cabin 3 is respectively arranged with；The lower floor
Security isolation wall 16 is respectively set between station wagon dedicated bay 1 and lower floor's traffic emergent evacuation cabin 3, on security isolation wall 16
Several safety doors are set, and security isolation wall 16 and its safety door are respectively provided with fire-proof function；
The second layer arrangement is identical with ground floor, and the second layer left and right sides is respectively arranged with upper strata station wagon dedicated bay
2 and upper strata traffic emergent evacuation cabin 4, and upper strata station wagon dedicated bay 2, upper strata traffic emergent evacuation cabin 4 and the small-sized visitor of lower floor
Car dedicated bay 1, lower floor's traffic emergent evacuation cabin correspond to alignment about 3；The small-sized visitor of lower floor's station wagon dedicated bay 1, upper strata
The vertical load-bearing ddividing wall 13 in both sides of car dedicated bay 2 and the bottom of security isolation wall 16 respectively arrange continuous anti-collision wall 19.
The vertical load-bearing ddividing wall 13 of the ground floor and the second layer preferentially adopts subsection setup, in the direction along tunnel
Conveniently detachable vertical load-bearing ddividing wall 13 is preferentially set in the range of 1000 meters ~ 3000 meters；The third layer, preferentially arrange 6 ~
8 pipe gallery cabins, are separated between pipe gallery cabin by pipe gallery partition wall 17, in the n shape cavity third layer of the left and right sides
Portion, both sides pipe galleries partition wall 17 is highly equal or differs less cabin preferentially as combustion gas cabin 5, and the internal priority of combustion gas cabin 5 increases
Plus security isolation cabin 18 is set, electric compartment 6 is preferentially arranged with the symmetrical position of vertical load-bearing ddividing wall 13 with combustion gas cabin 5；It is close
The left and right sides of the vertical load-bearing ddividing wall 13 respectively preferential arrangement telecommunications cabin 9, without electric pipe gallery cabin 10；Away from described perpendicular
Water tank 7, rainwater cabin 8 are preferentially arranged respectively to the left and right sides of load-bearing ddividing wall 13；
Some phase interconnection are set between lower floor's traffic emergent evacuation cabin 3 and upper strata traffic emergent evacuation cabin 4 of the homonymy
Logical emergency evacuation passage, and lower floor's traffic emergent evacuation cabin 3 and upper strata traffic emergent evacuation cabin 4 be respectively provided with it is multiple straight with ground
Connect the emergency evacuation passage for communicating；
The combustion gas cabin 5, electric compartment 6, water tank 7, rainwater cabin 8, telecommunications cabin 9, be respectively provided with without electric pipe gallery cabin 10 it is multiple
The escape way directly communicated with ground.
Described pair of u-shaped cross-section concrete shell 11 adopts water-proof concrete, preferentially using assembly flow shop, and seam
Carry out water-proofing treatment.
The antiseepage protective layer 12 can adopt cement mortar waterproof layer, coil waterproof layer, coating waterproof layer, drainage systems
One or more of waterproof layer, bentonite waterproof material waterproofing layer, when using single waterproof layer, preferentially using two-layer and more than
Waterproof type.
Upper strata underground traffic bearing soleplate 14, upper strata underground traffic load-bearing top board 15 preferentially adopts assembly concrete component
It is assembled；Assembly concrete component adopts beam channel, tee girder, horseshoe ellbeam or box beam, preferentially adopts lattice beam channel；
The upper strata underground traffic bearing soleplate 14, one end of upper strata underground traffic load-bearing top board 15 connect with vertical load-bearing ddividing wall 13
Connect, the other end is connected with double u-shaped cross-section concrete shells 11.
As shown in Fig. 2 the composition of the lattice beam channel includes web 14-1, flange plate 14-2, circumferential rib 14-3, class
Rectangular enclosure 14-4, trough plate connecting bolt 14-5, arrange some circumferential rib 14-3, circumferential rib 14-3 between two web 14-1
Preferentially it is uniformly distributed, the height of circumferential rib 14-3 is less than the height of web 14-1, and circumferential rib 14-3 tops and flange plate 14-2
Integrated connection；Class rectangle cavity 14-4 is opened up on circumferential rib 14-3, cavity is rectangle, and circular arc mistake is adopted in the corner of rectangle
Cross；Two lattice beam channel adjacent webs 14-1 are connected using trough plate connecting bolt 14-5.
The security isolation cabin 18 preferentially adopts xoncrete structure, and preferentially adds fiber, fiber preferentially using carbon fiber,
Steel fibre, glass fibre and polypropylene fibre；The outer wall of security isolation cabin 18 and the inwall spacing priority acccess control of combustion gas cabin 5 100mm ~
800mm, and top board spacing priority acccess control is in 500mm ~ 1000mm.
The anti-collision wall 19 preferentially adopts prefabricated assembled assembly.
The above is only preferred embodiment 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 the 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 (8)
1. a kind of ungulate Urban Underground Complex of span, its composition includes double u-shaped cross-sections concrete shell (11), vertically holds
Weight ddividing wall (13) and cavity；It is characterized in that：Described pair of u-shaped cross-section concrete shell (11) is ungulate for span, vertically holds
, positioned at double horseshoe-shaped center lines, double u-shaped cross-section concrete shells (11) are with vertical load-bearing ddividing wall (13) for weight ddividing wall (13)
Two symmetrical n shape cavitys are formed for axle, upper strata underground traffic bearing soleplate is provided with from the bottom to top respectively in two cavitys
(14), upper strata underground traffic load-bearing top board (15), the upper strata underground traffic bearing soleplate (14), upper strata underground traffic load-bearing top
Plate (15) and double u-shaped cross-sections concrete shell (11) form the cancelled structure that transverse and longitudinal space-load staggeredly is integrally constrained；
Outside in double u-shaped cross-section concrete shells (11) arranges antiseepage protective layer (12)；Both sides cavity layout is with vertical load-bearing point
Wall (13) is cut for axial symmetry arrangement；The upper strata underground traffic bearing soleplate (14), upper strata underground traffic load-bearing top board (15) will
Cavity is divided into three layers, is followed successively by from the bottom to top as ground floor, the second layer, third layer；The ground floor, near vertical load-bearing point
The left and right sides of wall (13) is cut, lower floor's station wagon dedicated bay (1) is respectively arranged with；Away from vertical load-bearing ddividing wall (13)
The left and right sides, be respectively arranged with lower floor's traffic emergent evacuation cabin (3)；Lower floor's station wagon dedicated bay (1) and lower floor hand over
Security isolation wall (16) is respectively set between logical emergency evacuation cabin (3), and security isolation wall arranges several safety doors on (16),
Security isolation wall (16) and its safety door are respectively provided with fire-proof function；The second layer arranges, second layer or so identical with ground floor
Both sides are respectively arranged with upper strata station wagon dedicated bay (2) and upper strata traffic emergent evacuation cabin (4), and upper strata station wagon is special
Cabin (2), upper strata traffic emergent evacuation cabin (4) are with lower floor's station wagon dedicated bay (1), lower floor's traffic emergent evacuation cabin (3) up and down
Correspondence alignment；Lower floor's station wagon dedicated bay (1), the vertical load-bearing ddividing wall in both sides on upper strata station wagon dedicated bay (2)
And the bottom of security isolation wall (16) respectively arranges continuous anti-collision wall (19) (13).
2. the ungulate Urban Underground Complex of span according to claim 1, it is characterised in that：The ground floor and the second layer
Vertical load-bearing ddividing wall (13) adopts subsection setup, is arranging conveniently detachable in the range of 1000 meters ~ 3000 meters of tunnel direction
Vertical load-bearing ddividing wall (13)；The third layer, arranges 6 ~ 8 pipe gallery cabins, by pipe gallery between pipe gallery cabin
Partition wall (17) separates, and at the middle part of left and right sides n shape cavity third layer, both sides pipe gallery partition wall (17) are highly equal or differ
Less cabin increases as combustion gas cabin (5), inside combustion gas cabin (5) and arranges security isolation cabin (18), with combustion gas cabin (5) vertically holding
The symmetrical location arrangements electric compartment (6) of weight ddividing wall (13)；Distinguish near the left and right sides of the vertical load-bearing ddividing wall (13)
Arrangement telecommunications cabin (9), without electric pipe gallery cabin (10)；It is respectively arranged away from the left and right sides of the vertical load-bearing ddividing wall (13)
Water tank (7), rainwater cabin (8)；Between lower floor's traffic emergent evacuation cabin (3) and upper strata traffic emergent evacuation cabin (4) of the homonymy
Some emergency evacuation passages being interconnected, and lower floor's traffic emergent evacuation cabin (3) and upper strata traffic emergent evacuation cabin (4) are set
It is respectively provided with multiple emergency evacuation passages directly communicated with ground；The combustion gas cabin (5), electric compartment (6), water tank (7), rainwater cabin
(8), telecommunications cabin (9), be respectively provided with multiple escape ways directly communicated with ground without electric pipe gallery cabin (10).
3. the ungulate Urban Underground Complex of span according to claim 1, it is characterised in that：Described pair of u-shaped cross-section coagulation
Soil cursting body (11) adopts water-proof concrete, and using assembly flow shop, and seam carries out water-proofing treatment.
4. the ungulate Urban Underground Complex of span according to claim 1, it is characterised in that：The antiseepage protective layer (12) can
Using cement mortar waterproof layer, coil waterproof layer, coating waterproof layer, drainage systems waterproof layer, bentonite waterproof material waterproofing
One or more of layer, when using single waterproof layer, using two-layer and the waterproof type of the above.
5. the ungulate Urban Underground Complex of span according to claim 1, it is characterised in that：Upper strata underground traffic bearing soleplate
(14), upper strata underground traffic load-bearing top board (15) is using assembly concrete component assembly；Assembly concrete component adopts lattice
Structure formula beam channel；The upper strata underground traffic bearing soleplate (14), the one end on upper strata underground traffic load-bearing top board (15) with it is vertical
Load-bearing ddividing wall (13) connects, and the other end is connected with double u-shaped cross-section concrete shells (11).
6. the ungulate Urban Underground Complex of span according to claim 5, it is characterised in that：The group of the lattice beam channel
Into including 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 circumferential rib (14-3) is uniformly distributed, circumferential rib (14-
3) height is less than the height of web (14-1), and circumferential rib (14-3) top is connected with flange plate (14-2)；Circumferential rib
(14-3) class rectangle cavity (14-4) is opened up on, cavity is rectangle, and adopts arc transition in the corner of rectangle；Two lattice grooves
Ellbeam adjacent web (14-1) is connected using trough plate connecting bolt (14-5).
7. the ungulate Urban Underground Complex of span according to claim 2, it is characterised in that：The security isolation cabin (18) is outward
Wall is controlled in 100mm ~ 800mm with combustion gas cabin (5) inwall spacing, and top board spacing is controlled in 500mm ~ 1000mm.
8. the ungulate Urban Underground Complex of span according to claim 1, it is characterised in that：The anti-collision wall (19) is using pre-
Assembled processed is assembled.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620613399.5U CN206090613U (en) | 2016-06-21 | 2016-06-21 | Ungulate city of span underground complex |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620613399.5U CN206090613U (en) | 2016-06-21 | 2016-06-21 | Ungulate city of span underground complex |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206090613U true CN206090613U (en) | 2017-04-12 |
Family
ID=58472219
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620613399.5U Withdrawn - After Issue CN206090613U (en) | 2016-06-21 | 2016-06-21 | Ungulate city of span underground complex |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206090613U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013224A (en) * | 2016-06-21 | 2016-10-12 | 沈阳建筑大学 | Double-horseshoe-shaped urban underground complex |
| CN107387157A (en) * | 2017-09-10 | 2017-11-24 | 沈阳建筑大学 | A kind of buried large-scale anti-war ball-type Dungeon of taking precautions against natural calamities |
-
2016
- 2016-06-21 CN CN201620613399.5U patent/CN206090613U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106013224A (en) * | 2016-06-21 | 2016-10-12 | 沈阳建筑大学 | Double-horseshoe-shaped urban underground complex |
| CN107387157A (en) * | 2017-09-10 | 2017-11-24 | 沈阳建筑大学 | A kind of buried large-scale anti-war ball-type Dungeon of taking precautions against natural calamities |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20170412 Effective date of abandoning: 20181106 |
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| AV01 | Patent right actively abandoned |