CN206110181U - Circular tube type city underpass - Google Patents
Circular tube type city underpass Download PDFInfo
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- CN206110181U CN206110181U CN201621156423.3U CN201621156423U CN206110181U CN 206110181 U CN206110181 U CN 206110181U CN 201621156423 U CN201621156423 U CN 201621156423U CN 206110181 U CN206110181 U CN 206110181U
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Abstract
The utility model discloses a stable and the manifold circular tube type city underpass of function of overall structure. This circular tube type city underpass, including the passageway main part that is the cylinder, the axial of the middle part edge passageway main part of passageway main part is provided with vertical bearing dividing wall, still be provided with bearing soleplate in the passageway main part, bearing soleplate separates the passageway main part in proper order for the rainwater layer from lower to upper, synthesizes layer, people's bank of china layer, first lane layer, second lane layer and top layer, it is provided with the comprehensive layer partition wall in two sides to synthesize the in situ, it is separated for the reserve cabin of rainwater, heating power cabin, natural air cabin and bilge tank by vertical bearing dividing wall and comprehensive layer partition wall to synthesize the layer, be provided with explosion -proof cofferdam in the natural air cabin. Pass through the vertical bearing dividing wall that sets up for the overall structure of this underpass is stable, separate the passageway main part for the multilayer through setting up bearing soleplate to set up the partition wall and be a plurality of function cabins with each layer partition, satisfied many functional requirement in city.
Description
Technical field
This utility model belongs to civilian infrastructure field, and in particular to a kind of circular pipe type Urban Underground Passage.
Background technology
As the demand of the urban public utilities such as the expansion of city size, power supply, plumbing, road, communication also increases therewith
Plus.For effectively utilizes Urban spatial recourses, often build a plurality of underpass in Urban Underground, by electric power, communication, heating power and
The various municipal pipelines such as plumbing and passing road etc. are included in the lump.
, there is problems with the less Urban Underground synthesis corridor of existing diameter：Firstth, single function or function are not neat enough
Entirely, and not integrate with subterranean tunnel traffic；Secondth, as comprehensive corridor is located underground, rainwater, sewage and other each function pipelines
Integrated can not take into account；3rd, the expanding function needed for urban future development is not reserved.Therefore, often lead to urban construction
Middle Urban Underground Passage is excavated repeatedly, is built repeatedly, is not only caused above ground structure many and is disperseed, and floor space is big, damages scape
See, and expend substantial amounts of fund.And the overall structure of the existing Urban Underground synthesis corridor being relatively large in diameter is often unstable, exist
Larger potential safety hazard.
Utility model content
The technical problems to be solved in the utility model is to provide a kind of overall structure and stablizes and circular pipe type city vdiverse in function
City's underpass.
This utility model solves the technical scheme adopted by its technical problem：Circular pipe type Urban Underground Passage, including being in
Columnar channel body, the middle part of the channel body have a vertical load-bearing dividing wall along the axially arranged of channel body, described
It is additionally provided with bearing soleplate in channel body, channel body is divided into the bearing soleplate rainwater layer, comprehensive from lower to upper successively
Layer, people's row layer, first lane layer, second lane layer and top layers are closed, two sides synthetic layer partition wall, institute in the synthetic layer, is provided with
State synthetic layer and rainwater reserved space, heating power cabin, natural gas cabin and bilge tank be divided into by vertical load-bearing dividing wall and synthetic layer partition wall,
Explosiveproof isolation cabin is provided with the natural gas cabin.
It is further that the rainwater layer is divided into two heavy caliber rainwater cabins by vertical load-bearing dividing wall.
It is further in people's row layer, to be provided with two dough figurine row layer partition wall, people's row layer is separated by vertical load-bearing
Wall and people's row layer partition wall are divided into two people's row cabins and two single-sided arrangement cabins.
It is further that the first lane layer is divided into two first current cabins by vertical load-bearing dividing wall, described the
First lane layer partition wall is provided with one current cabin, the first current cabin is divided into and vertical load-bearing by the first lane layer partition wall
The first adjacent garage cabin of dividing wall and first fire escape adjacent with the side wall of channel body.
It is further that the both sides of first garage cabin width are respectively arranged with anti-collision wall.
It is further that the second lane layer is divided into two second current cabins by vertical load-bearing dividing wall, described the
Second lane layer partition wall is provided with two current cabins, the second current cabin is divided into and vertical load-bearing by the second lane layer partition wall
The second adjacent garage cabin of dividing wall and second fire escape adjacent with the side wall of channel body.
It is further that the both sides of second garage cabin width are respectively arranged with anti-collision wall.
It is further in the top layers, to be provided with two sides top layers partition wall, the top layers are separated by vertical load-bearing
Wall and top layers partition wall are divided into two reserved cabins and two pipe gallery cabins.
The beneficial effects of the utility model are：By vertical load-bearing dividing wall is arranged in channel body, the ground is strengthened
Lower channel so that its overall structure is stable；Channel body is divided in multilamellar, and synthetic layer by setting bearing soleplate and is set
The two sides synthetic layer partition wall put is divided into rainwater reserved space, heating power cabin, natural gas cabin and bilge tank, is realized and is open to traffic, OK
The functions such as people, draining, blowdown, heat supply and supply, are effectively utilized Urban spatial recourses, meet the growth requirement in city.
Description of the drawings
Fig. 1 is enforcement structural representation of the present utility model；
It is labeled as in figure：Channel body 100, rainwater layer 110, heavy caliber rainwater cabin 111, synthetic layer 120, rainwater reserved space
121st, heating power cabin 122, natural gas cabin 123, bilge tank 124, people's row layer 130, people's row cabin 131, single-sided arrangement cabin 132, the first car
Channel layer 140, the first garage cabin 141, the first fire escape 142, second lane layer 150, the second garage cabin 151, second evacuate logical
Road 152, top layers 160, reserved cabin 161, pipe gallery cabin 162, vertical load-bearing dividing wall 210, bearing soleplate 220, synthetic layer
Partition wall 230, people's row layer partition wall 240, first lane layer partition wall 250, second lane layer partition wall 260, anti-collision wall 270, top layers every
Wall 280.
Specific embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings.
As shown in figure 1, circular pipe type Urban Underground Passage, including cylindrical circular channel body 100, the channel body
There is vertical load-bearing dividing wall 210 at 100 middle part along the axially arranged of channel body 100, is additionally provided with the channel body 100
Channel body 100 is divided into rainwater layer 110, synthetic layer from lower to upper successively for bearing soleplate 220, the bearing soleplate 220
120th, people's row layer 130, first lane layer 140, second lane layer 150 and top layers 160, are provided with two in the synthetic layer 120
Face synthetic layer partition wall 230, it is standby that the synthetic layer 120 is divided into rainwater by vertical load-bearing dividing wall 210 and synthetic layer partition wall 230
Cabin 121, heating power cabin 122, natural gas cabin 123 and bilge tank 124, are provided with explosiveproof isolation cabin in the natural gas cabin 123.Its
In, channel body 100 can be formed, or formed by pipe-plate lining by armored concrete is prefabricated；Vertical load-bearing
Dividing wall 210 is vertically arranged in the middle part of channel body 100, and the apical support of vertical load-bearing dividing wall 210 is in channel body 100
Top, for strengthening the overall structure of channel body 100.Bearing soleplate 220 is polylith, and seals setting by channel body
About 100 separate；Rainwater layer 110 is mainly used in arrange outside urban rainwater, and people's row layer 130 is mainly used in the current use of people, the
One track layer 140 and second lane layer 150 are respectively used to vehicle pass-through；Top layers 160 usually reserve layer, to meet city
Expanding function needed for future development, for example：For arranging intelligent management system, fire prevention system etc..Rainwater reserved space 121 can
The assisted drainage when rainwater is excessive, increases the displacement of the circular pipe type Urban Underground Passage；Heating power cabin 122 is used for city heat supply；
Explosiveproof isolation cabin is provided with natural gas cabin 123, for conveying natural gas；Bilge tank 124 is used for urban sewage.
Specifically, the rainwater layer 110 is divided into two heavy caliber rainwater cabins 111 by vertical load-bearing dividing wall 210.
Again as shown in figure 1, being provided with two dough figurine row layer partition wall 240 in people's row layer 130, people's row layer 130 is erected
Two people's row cabins 131 and two single-sided arrangement cabins 132 are divided into load-bearing dividing wall 210 and people's row layer partition wall 240.
Preferably, the first lane layer 140 is divided into two first current cabins by vertical load-bearing dividing wall 210, described
Be provided with first lane layer partition wall 250 in first current cabin, the first lane layer partition wall 250 by the first current cabin be divided into
The first adjacent garage cabin 141 of vertical load-bearing dividing wall 210 and first fire escape adjacent with the side wall of channel body 100
142.When unexpected traffic accident can occur in the first garage cabin 141 by the first fire escape 142, crowd is evacuated in time.
On the basis of the above, it is to avoid vehicle from breaking vertical load-bearing dividing wall 210 and first lane layer partition wall 250, described
The both sides of 141 width of the first garage cabin are respectively arranged with anti-collision wall 270.
Preferably, the second lane layer 150 is divided into two second current cabins by vertical load-bearing dividing wall 210, described
Be provided with second lane layer partition wall 260 in second current cabin, the second lane layer partition wall 260 by the second current cabin be divided into
The second adjacent garage cabin 151 of vertical load-bearing dividing wall 210 and second fire escape adjacent with the side wall of channel body 100
152.When unexpected traffic accident can occur in the second garage cabin 151 by the second fire escape 152, crowd is evacuated in time.
On the basis of the above, it is to avoid vehicle from breaking vertical load-bearing dividing wall 210 and second lane layer partition wall 260, described
The both sides of 151 width of the second garage cabin are respectively arranged with anti-collision wall 270.
Preferably, the clear span in the first garage cabin 141 and the second garage cabin 151 is 9m, clear height and is 3.5m；Wherein,
One garage cabin 141 includes two wide driving bands and the band that stops in emergency of an a width of 2m for being 3.5m；Wrap in the second garage cabin 151
Include two wide driving bands and the band that stops in emergency of an a width of 2m for being 3.5m.
Specifically, two sides top layers partition wall 280 is provided with top layers 160, the top layers 160 are by vertical load-bearing
Dividing wall 210 and top layers partition wall 280 are divided into two reserved cabins 161 and two pipe gallery cabins 162.
Claims (8)
1. circular pipe type Urban Underground Passage, including cylindrical circular channel body (100), it is characterised in that：The channel body
(100) middle part has in vertical load-bearing dividing wall (210), the channel body (100) along the axially arranged of channel body (100)
Bearing soleplate (220) is additionally provided with, channel body (100) is divided into rainwater by the bearing soleplate (220) from lower to upper successively
Layer (110), synthetic layer (120), people's row layer (130), first lane layer (140), second lane layer (150) and top layers (160),
Two sides synthetic layer partition wall (230) is provided with the synthetic layer (120), the synthetic layer (120) is by vertical load-bearing dividing wall
And synthetic layer partition wall (230) is divided into rainwater reserved space (121), heating power cabin (122), natural gas cabin (123) and bilge tank (210)
(124), explosiveproof isolation cabin is provided with the natural gas cabin (123).
2. circular pipe type Urban Underground Passage as claimed in claim 1, it is characterised in that：The rainwater layer (110) is vertically held
Weight dividing wall (210) is divided into two heavy caliber rainwater cabins (111).
3. circular pipe type Urban Underground Passage as claimed in claim 1, it is characterised in that：It is provided with people's row layer (130)
Two dough figurines row layer partition wall (240), people's row layer (130) are separated by vertical load-bearing dividing wall (210) and people's row layer partition wall (240)
For two people's row cabins (131) and two single-sided arrangement cabins (132).
4. circular pipe type Urban Underground Passage as claimed in claim 1, it is characterised in that：The first lane layer (140) is erected
Two first current cabins are divided into load-bearing dividing wall (210), be provided with first lane layer partition wall in the described first current cabin
(250), the first current cabin is divided into adjacent with vertical load-bearing dividing wall (210) the by the first lane layer partition wall (250)
One garage cabin (141) and first fire escape (142) adjacent with the side wall of channel body (100).
5. circular pipe type Urban Underground Passage as claimed in claim 4, it is characterised in that：First garage cabin (141) width
The both sides in direction are respectively arranged with anti-collision wall (270).
6. the circular pipe type Urban Underground Passage as described in claim 1,2,3,4 or 5, it is characterised in that：The second lane layer
(150) two second current cabins are divided into by vertical load-bearing dividing wall (210), in the described second current cabin, are provided with second lane
Second current cabin is divided into and vertical load-bearing dividing wall (210) phase by layer partition wall (260), the second lane layer partition wall (260)
The second adjacent garage cabin (151) and second fire escape (152) adjacent with the side wall of channel body (100).
7. circular pipe type Urban Underground Passage as claimed in claim 6, it is characterised in that：Second garage cabin (151) width
The both sides in direction are respectively arranged with anti-collision wall (270).
8. the circular pipe type Urban Underground Passage as described in claim 1,2,3,4 or 5, it is characterised in that：The top layers (160)
Two sides top layers partition wall (280) is provided with inside, the top layers (160) are by vertical load-bearing dividing wall (210) and top layers partition wall
(280) it is divided into two reserved cabins (161) and two pipe gallery cabins (162).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621156423.3U CN206110181U (en) | 2016-10-24 | 2016-10-24 | Circular tube type city underpass |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621156423.3U CN206110181U (en) | 2016-10-24 | 2016-10-24 | Circular tube type city underpass |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206110181U true CN206110181U (en) | 2017-04-19 |
Family
ID=58527675
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621156423.3U Active CN206110181U (en) | 2016-10-24 | 2016-10-24 | Circular tube type city underpass |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206110181U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107653908A (en) * | 2017-11-01 | 2018-02-02 | 沈阳建筑大学 | Double Circle underground traffic and pipe gallery combined system |
-
2016
- 2016-10-24 CN CN201621156423.3U patent/CN206110181U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107653908A (en) * | 2017-11-01 | 2018-02-02 | 沈阳建筑大学 | Double Circle underground traffic and pipe gallery combined system |
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