CN206110177U - Current corridor in circular tube type city underground - Google Patents
Current corridor in circular tube type city underground Download PDFInfo
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- CN206110177U CN206110177U CN201621152811.4U CN201621152811U CN206110177U CN 206110177 U CN206110177 U CN 206110177U CN 201621152811 U CN201621152811 U CN 201621152811U CN 206110177 U CN206110177 U CN 206110177U
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Abstract
The utility model discloses a stable and the manifold current corridor in circular tube type city underground of function of overall structure. This current corridor in circular tube type city underground, including the corridor main part that is the cylinder, the middle part of corridor main part is provided with vertical load bearing wall, still be provided with bearing soleplate in the corridor main part, bearing soleplate separates the corridor main part in proper order for rainwater layer, downside lane layer, upside lane layer from lower to upper, synthesizes layer and top reservation layer, it is provided with the comprehensive layer partition wall in at least two sides to synthesize the in situ, it is separated for people's bank of china cabin, natural air cabin and utility tunnel cabin by vertical load bearing wall and comprehensive layer partition wall to synthesize the layer, be provided with explosion -proof cofferdam in the natural air cabin. Strengthen the corridor main part through set up vertical load bearing wall in the corridor main part for this current corridor in circular tube type city underground overall structure is stable, separate the corridor 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 passes through corridor.
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 the current corridor in a plurality of underground is built in Urban Underground, by electric power, communication, heating power
It is included in the lump with the various municipal pipelines such as plumbing and passing road etc..
, 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, because 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, urban construction is often led to
Middle Urban Underground Passage is excavated, built repeatedly 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
Pass through corridor for city underground.
This utility model solves the technical scheme that its technical problem adopted：Circular pipe type Urban Underground passes through corridor, including
There are vertical load bearing wall, the corridor in cylindrical circular gallery main body, the middle part of the gallery main body along the axially arranged of gallery main body
Bearing soleplate is additionally provided with road main body, gallery main body is divided into successively from lower to upper the bearing soleplate rainwater layer, downside
Layer is reserved at track layer, upside track layer, synthetic layer and top, and at least two sides synthetic layer partition wall, institute are provided with the synthetic layer
State synthetic layer by vertical load bearing wall and synthetic layer partition wall be divided into two people row cabins adjacent with the side wall of gallery main body, one with
The vertical adjacent natural gas cabin of load bearing wall and at least one pipe gallery cabin, in the natural gas cabin explosiveproof isolation cabin is provided with.
It is further that the rainwater layer is divided into two heavy caliber rainwater cabins by vertical load bearing wall.
It is further that downside track layer is divided into the current cabin in two downsides by vertical load bearing wall, and the downside leads to
Downside track layer partition wall is provided with row cabin, the downside track layer partition wall is divided into the current cabin in downside and vertical load bearing wall phase
The downside garage cabin of neighbour and the downside fire escape adjacent with the side wall of gallery main body.
It is further that the both sides of downside garage cabin width are respectively arranged with anti-collision wall.
It is further that it is 4.5m that the clear span in downside garage cabin is 7.5m, clear height, the driving in downside garage cabin
Road includes the all-purpose road of width 4.5m and the emergency stopping lane only of width 2.5m.
It is further that upside track layer is divided into the current cabin in two upsides by vertical load bearing wall, and the upside leads to
Upside track layer partition wall is provided with row cabin, the upside track layer partition wall is divided into the current cabin in upside and vertical load bearing wall phase
The upside garage cabin of neighbour and the upside fire escape adjacent with the side wall of gallery main body.
It is further that the both sides of upside garage cabin width are respectively arranged with anti-collision wall.
It is further that it is 3.5m that the clear span in upside garage cabin is 9m, clear height, the runway in upside garage cabin
The emergency stopping lane only of runway and a wide 2m including two wide 3.5m.
It is further that the reserved layer partition wall in two sides is provided with the reserved layer in the top, the reserved layer in the top is vertical
Load bearing wall and reserved layer partition wall are divided into two reserved cabins and two tops pipe gallery cabin.
The beneficial effects of the utility model are：Strengthen gallery main body by arranging vertical load bearing wall in gallery main body, make
Obtain the current corridor overall structure of the circular pipe type Urban Underground to stablize；Gallery main body is divided into into multilamellar by arranging bearing soleplate, with
And it is people's row cabin, natural gas cabin and pipe gallery cabin that the two sides synthetic layer partition wall arranged in synthetic layer is separated, and is realized logical
The functions such as car, pedestrian, draining and integrated management, are effectively utilized Urban spatial recourses, meet the growth requirement in sponge city.
Description of the drawings
Fig. 1 is enforcement structural representation of the present utility model；
It is labeled as in figure：Gallery main body 100, rainwater layer 110, heavy caliber rainwater cabin 111, downside track layer 120, downside car
Row cabin 121, downside fire escape 122, upside track layer 130, upside garage cabin 131, upside fire escape 132, synthetic layer
140th, people's row cabin 141, natural gas cabin 142, the reserved layer 150 in pipe gallery cabin 143, top, reserved cabin 151, top pipe gallery
Cabin 152, vertical load bearing wall 210, bearing soleplate 220, synthetic layer partition wall 230, downside track layer partition wall 240, upside track layer every
Wall 250, anti-collision wall 260, reserved layer partition wall 270.
Specific embodiment
Below in conjunction with the accompanying drawings the utility model is described in further detail.
As shown in figure 1, the current corridor of circular pipe type Urban Underground, including cylindrical circular gallery main body 100, the gallery main body
There is vertical load bearing wall 210 at 100 middle part along the axially arranged of gallery main body 100, and the gallery main body 100 is interior to be additionally provided with load-bearing
Gallery main body 100 is divided into successively from lower to upper base plate 220, the bearing soleplate 220 rainwater layer 110, downside track layer
120th, the reserved layer 150 in upside track layer 130, synthetic layer 140 and top, in the synthetic layer 140 at least two sides synthesis is provided with
Layer partition wall 230, the synthetic layer 140 is divided into two with gallery main body 100 by vertical load bearing wall 210 and synthetic layer partition wall 230
Adjacent 141, one, the people's row cabin of side wall natural gas cabin 142 and at least one pipe gallery adjacent with vertical load bearing wall 210
Explosiveproof isolation cabin is provided with cabin 143, the natural gas cabin 142.Wherein, gallery main body 100 can be by armored concrete
It is prefabricated to form, or formed by pipe-plate lining；Vertical load bearing wall 210 is vertically arranged in the middle part of gallery main body 100, erects
Apical support to load bearing wall 210 at the top of gallery main body 100, for strengthening the overall structure of gallery main body 100.Load-bearing bottom
Plate 220 is polylith, and is sealedly connected in gallery main body 100 and is separated；Rainwater layer 110 is mainly used in outside urban rainwater
Row, downside track layer 120 and upside track layer 130 are respectively used to be open to traffic；The reserved layer 150 in top is to meet urban future development
Required expanding function, for example：For arranging intelligent management system, fire prevention system etc..People's row cabin 141 is current for people；
Explosiveproof isolation cabin is provided with natural gas cabin 142, for conveying natural gas.
Specifically, the rainwater layer 110 is divided into two heavy caliber rainwater cabins 111 by vertical load bearing wall 210.
Preferably, downside track layer 120 is divided into the current cabin in two downsides, the downside by vertical load bearing wall 210
Be provided with downside track layer partition wall 240 in current cabin, the downside track layer partition wall 240 by the current cabin in downside be divided into vertically
The adjacent downside garage cabin 121 of load bearing wall 210 and the downside fire escape 122 adjacent with the side wall of gallery main body 100.By under
When side fire escape 122 can occur unexpected traffic accident in downside garage cabin 121, crowd is evacuated in time.
On the basis of the above, to avoid vehicle from breaking vertical load bearing wall 210 and downside track layer partition wall 240, the downside
The both sides of the width of garage cabin 121 are respectively arranged with anti-collision wall 260.
Specifically, the clear span in downside garage cabin 121 be 7.5m, clear height be 4.5m, the row in downside garage cabin 121
Track includes the all-purpose road of width 4.5m and the emergency stopping lane only of width 2.5m.
Preferably, upside track layer 130 is divided into the current cabin in two upsides, the upside by vertical load bearing wall 210
Be provided with upside track layer partition wall 250 in current cabin, the upside track layer partition wall 250 by the current cabin in upside be divided into vertically
The adjacent upside garage cabin 131 of load bearing wall 210 and the upside fire escape 132 adjacent with the side wall of gallery main body 100.By upper
When side fire escape 132 can occur unexpected traffic accident in upside garage cabin 131, crowd is evacuated in time.
On the basis of the above, to avoid vehicle from breaking vertical load bearing wall 210 and upside track layer partition wall 250, the upside
The both sides of the width of garage cabin 131 are respectively arranged with anti-collision wall 260.
Specifically, the clear span in upside garage cabin 131 be 9m, clear height be 3.5m, the driving in upside garage cabin 131
Road includes the runway of two wide 3.5m and the emergency stopping lane only of a wide 2m.
Expanding function needed in order to meet urban future development, is provided with two sides and reserves in the reserved layer 150 in the top
Layer partition wall 270, the reserved layer 150 in the top is divided into two reserved cabins 151 by vertical load bearing wall 210 and reserved layer partition wall 270
With two tops pipe gallery cabin 152.
Claims (9)
1. the current corridor of circular pipe type Urban Underground, including cylindrical circular gallery main body (100), it is characterised in that：The gallery master
The middle part of body (100) has in vertical load bearing wall (210), the gallery main body (100) also along the axially arranged of gallery main body (100)
Bearing soleplate (220) is provided with, gallery main body (100) is divided into successively from lower to upper rainwater layer by the bearing soleplate (220)
(110), the reserved layer (150) in downside track layer (120), upside track layer (130), synthetic layer (140) and top, the synthetic layer
(140) at least two sides synthetic layer partition wall (230) is provided with, the synthetic layer (140) is by vertical load bearing wall (210) and synthetic layer
Partition wall (230) be divided into two people row cabins (141) adjacent with the side wall of gallery main body (100), one with vertical load bearing wall
(210) is provided with adjacent natural gas cabin (142) and at least one pipe gallery cabin (143), the natural gas cabin (142)
Explosiveproof isolation cabin.
2. the current corridor of circular pipe type Urban Underground as claimed in claim 1, it is characterised in that：The rainwater layer (110) is vertical
Load bearing wall (210) is divided into two heavy caliber rainwater cabins (111).
3. the current corridor of circular pipe type Urban Underground as claimed in claim 1, it is characterised in that：Downside track layer (120) quilt
Vertical load bearing wall (210) is divided into the current cabin in two downsides, and downside track layer partition wall is provided with the current cabin in the downside
(240), the current cabin in downside is divided into the downside car adjacent with vertical load bearing wall (210) by the downside track layer partition wall (240)
Row cabin (121) and the downside fire escape (122) adjacent with the side wall of gallery main body (100).
4. the current corridor of circular pipe type Urban Underground as claimed in claim 3, it is characterised in that：Downside garage cabin (121) is wide
The both sides in degree direction are respectively arranged with anti-collision wall (260).
5. the current corridor of circular pipe type Urban Underground as described in claim 3 or 4, it is characterised in that：Downside garage cabin (121)
Clear span be 7.5m, clear height be 4.5m, the runway of downside garage cabin (121) includes the all-purpose road and width of width 4.5m
The emergency stopping lane only of 2.5m.
6. the current corridor of circular pipe type Urban Underground as claimed in claim 1, it is characterised in that：Upside track layer (130) quilt
Vertical load bearing wall (210) is divided into the current cabin in two upsides, and upside track layer partition wall is provided with the current cabin in the upside
(250), the current cabin in upside is divided into the upside car adjacent with vertical load bearing wall (210) by the upside track layer partition wall (250)
Row cabin (131) and the upside fire escape (132) adjacent with the side wall of gallery main body (100).
7. the current corridor of circular pipe type Urban Underground as claimed in claim 6, it is characterised in that：Upside garage cabin (131) is wide
The both sides in degree direction are respectively arranged with anti-collision wall (260).
8. the current corridor of circular pipe type Urban Underground as claimed in claims 6 or 7, it is characterised in that：Upside garage cabin (131)
Clear span be 9m, clear height be 3.5m, the runway of upside garage cabin (131) includes the runway of two wide 3.5m and one
The emergency stopping lane only of wide 2m.
9. the current corridor of circular pipe type Urban Underground as claimed in claim 1, it is characterised in that：Reserve in layer (150) at the top
Reserved layer partition wall (270) in two sides is provided with, layer (150) is reserved by vertical load bearing wall (210) and reserved layer partition wall in the top
(270) it is divided into two reserved cabins (151) and two tops pipe gallery cabin (152).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621152811.4U CN206110177U (en) | 2016-10-24 | 2016-10-24 | Current corridor in circular tube type city underground |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621152811.4U CN206110177U (en) | 2016-10-24 | 2016-10-24 | Current corridor in circular tube type city underground |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206110177U true CN206110177U (en) | 2017-04-19 |
Family
ID=58527784
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621152811.4U Active CN206110177U (en) | 2016-10-24 | 2016-10-24 | Current corridor in circular tube type city underground |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206110177U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109137965A (en) * | 2017-06-28 | 2019-01-04 | 讯飞智元信息科技有限公司 | A kind of pipe gallery |
-
2016
- 2016-10-24 CN CN201621152811.4U patent/CN206110177U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109137965A (en) * | 2017-06-28 | 2019-01-04 | 讯飞智元信息科技有限公司 | A kind of pipe gallery |
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