CN207131407U - A kind of major diameter one-tunnel two-tracks subway tunnel - Google Patents
A kind of major diameter one-tunnel two-tracks subway tunnel Download PDFInfo
- Publication number
- CN207131407U CN207131407U CN201721171215.5U CN201721171215U CN207131407U CN 207131407 U CN207131407 U CN 207131407U CN 201721171215 U CN201721171215 U CN 201721171215U CN 207131407 U CN207131407 U CN 207131407U
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- CN
- China
- Prior art keywords
- tunnel
- tracks
- road bed
- bed board
- major diameter
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Abstract
A kind of major diameter one-tunnel two-tracks subway tunnel is the utility model is related to, it includes tunnel body, bottom plate, mid-board, road bed board, track, evacuation platform, circuit pipeline and contact net；Wherein, the bottom slab concreting is in the intrinsic bottom in tunnel；The mid-board pours on bottom plate vertically；The road bed board be horizontally set on mid-board and tunnel body in；The track is provided with two, and it is laid on road bed board；The evacuation platform is connected on road bed board, and between two tracks；The circuit pipeline is laid in the intrinsic side wall in tunnel；The contact net is installed on the intrinsic top in tunnel, and positioned at the surface of track.Up-downgoing train is arranged in same tunnel by major diameter one-tunnel two-tracks subway tunnel of the present utility model, can be reduced and be taken the underground space of about half, and easy for construction, cost-effective.
Description
【Technical field】
It the utility model is related to a kind of tunnel, and in particular to a kind of major diameter one-tunnel two-tracks subway tunnel, belong to subway and apply
Work field of engineering technology.
【Background technology】
At present, normal dia shield tunnel can only arrange a row subway train, and subway up-downgoing train is needed by two shields
Structure tunnel is realized, and the spacing between two shield tunnels is at least 1 Bei Dong rivers rising in Ningxia and flowing into central Shaanxi.Therefore, conventional shield tunnel Subway Tunnel accounts for
With the larger underground space, for the condition that the underground space is narrow and small, conventional shield tunnel Subway Tunnel line arrangement is extremely difficult.
Therefore, in order to solve the above technical problems, a kind of major diameter one-tunnel two-tracks subway tunnel it is necessory to provide innovation,
To overcome the defect of the prior art.
【Utility model content】
To solve the above problems, the purpose of this utility model is that up-downgoing train can be arranged in same tunnel by providing one kind
Major diameter one-tunnel two-tracks subway tunnel in road.
To achieve the above object, the technical scheme that the utility model is taken is：A kind of major diameter one-tunnel two-tracks subway tunnel,
It includes tunnel body, bottom plate, mid-board, road bed board, track, evacuation platform, circuit pipeline and contact net；Wherein, it is described
Bottom slab concreting is in the intrinsic bottom in tunnel；The mid-board pours on bottom plate vertically；During the road bed board is horizontally set on
On partition wall and in tunnel body；The track is provided with two, and it is laid on road bed board；The evacuation platform is connected to railway roadbed
On plate, and between two tracks；The circuit pipeline is laid in the intrinsic side wall in tunnel；The contact net is installed on
The intrinsic top in tunnel, and positioned at the surface of track.
Major diameter one-tunnel two-tracks subway tunnel of the present utility model is further arranged to：The external diameter 10m of the tunnel body,
Internal diameter 9m.
Major diameter one-tunnel two-tracks subway tunnel of the present utility model is also configured to：The evacuation platform is Prefabricated block, with
Road bed board is connected；The road bed board is monolithic reinforced concrete structure.
Compared with prior art, the utility model has the advantages that：Major diameter one-tunnel two-tracks of the present utility model
Up-downgoing train is arranged in same tunnel by subway tunnel, can be reduced and be taken the underground space of about half, and easy for construction,
It is cost-effective.
【Brief description of the drawings】
Fig. 1 is the schematic diagram of major diameter one-tunnel two-tracks constructing metro tunnel step 1) of the present utility model.
Fig. 2 is the schematic diagram of major diameter one-tunnel two-tracks constructing metro tunnel step 2) of the present utility model.
Fig. 3 is the schematic diagram of major diameter one-tunnel two-tracks constructing metro tunnel step 3) of the present utility model.
Fig. 4 is the schematic diagram of major diameter one-tunnel two-tracks constructing metro tunnel step 4) of the present utility model.
Fig. 5 is the schematic diagram of major diameter one-tunnel two-tracks constructing metro tunnel step 5) of the present utility model.
Fig. 6 is the structural representation of major diameter one-tunnel two-tracks subway tunnel of the present utility model.
【Embodiment】
Refer to shown in Figure of description 6, the utility model is a kind of major diameter one-tunnel two-tracks subway tunnel, and it is by tunnel
A few part compositions such as body 1, bottom plate 2, mid-board 3, road bed board 4, track 5, evacuation platform 6, circuit pipeline 7 and contact net 8.
Wherein, the external diameter 10m of the tunnel body 1, internal diameter 9m.
The bottom plate 2 is poured in the bottom in tunnel body 1.The mid-board 3 is poured on bottom plate 2 vertically.
The road bed board 4 is horizontally set on mid-board 3 with tunnel body 1, and it is monolithic reinforced concrete structure.
The track 5 is provided with two, and it is laid on road bed board 4.The evacuation platform 6 is connected on road bed board 6, and
Between two tracks 5.The evacuation platform 6 is Prefabricated block, is connected with road bed board solid.
The circuit pipeline 7 is laid in the side wall in tunnel body 1.The contact net 8 is installed in tunnel body 1
Top, and positioned at the surface of track 5.
Refer to shown in Figure of description 1 to accompanying drawing 6, the construction of major diameter one-tunnel two-tracks subway tunnel of the present utility model
Method includes following construction procedure：
1) large-diameter shield construction, is completed, forms the structure of tunnel body 1；
2) bottom plate 2 and mid-board 3, are poured, wherein, bottom plate 2 connects with the embedded iron on tunnel body 1；
3) road bed board 4, the reserved evacuation platform connection embedded iron in centre, are poured；
4) track 5 for, completing subway train in tunnel lays work；And complete middle part evacuation platform 6 and construct, with road bed board
Upper embedded iron connection；
5) laying installation of the various circuit pipelines 7 of tunnel internal, is completed, installation subway train contact net 8, forms final tunnel
Road.
Embodiment above is only the preferred embodiment of this creation, all in this wound not to limit this creation
Any modification, equivalent substitution and improvements for being done etc. within the spirit and principle of work, should be included in this creation protection domain it
It is interior.
Claims (3)
- A kind of 1. major diameter one-tunnel two-tracks subway tunnel, it is characterised in that：Including tunnel body, bottom plate, mid-board, road bed board, Track, evacuation platform, circuit pipeline and contact net；Wherein, the bottom slab concreting is in the intrinsic bottom in tunnel；The interval Wall pours on bottom plate vertically；The road bed board be horizontally set on mid-board and tunnel body in；The track is provided with two Bar, it is laid on road bed board；The evacuation platform is connected on road bed board, and between two tracks；The line pipe Line is laid in the intrinsic side wall in tunnel；The contact net is installed on the intrinsic top in tunnel, and positioned at track just on Side.
- 2. major diameter one-tunnel two-tracks subway tunnel as claimed in claim 1, it is characterised in that：The external diameter of the tunnel body 10m, internal diameter 9m.
- 3. major diameter one-tunnel two-tracks subway tunnel as claimed in claim 1, it is characterised in that：The evacuation platform is prefabricated molds Block, it is connected with road bed board；The road bed board is monolithic reinforced concrete structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721171215.5U CN207131407U (en) | 2017-09-13 | 2017-09-13 | A kind of major diameter one-tunnel two-tracks subway tunnel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721171215.5U CN207131407U (en) | 2017-09-13 | 2017-09-13 | A kind of major diameter one-tunnel two-tracks subway tunnel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207131407U true CN207131407U (en) | 2018-03-23 |
Family
ID=61638081
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721171215.5U Expired - Fee Related CN207131407U (en) | 2017-09-13 | 2017-09-13 | A kind of major diameter one-tunnel two-tracks subway tunnel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207131407U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107916936A (en) * | 2017-12-20 | 2018-04-17 | 北京市政建设集团有限责任公司 | A kind of major diameter one-tunnel two-tracks subway tunnel and its construction method |
| CN110700852A (en) * | 2019-10-14 | 2020-01-17 | 中铁第四勘察设计院集团有限公司 | Single-hole double-line mine method tunnel section with mid-partition wall designed by urban D-type vehicle clearance |
-
2017
- 2017-09-13 CN CN201721171215.5U patent/CN207131407U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107916936A (en) * | 2017-12-20 | 2018-04-17 | 北京市政建设集团有限责任公司 | A kind of major diameter one-tunnel two-tracks subway tunnel and its construction method |
| CN110700852A (en) * | 2019-10-14 | 2020-01-17 | 中铁第四勘察设计院集团有限公司 | Single-hole double-line mine method tunnel section with mid-partition wall designed by urban D-type vehicle clearance |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180323 |
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| CF01 | Termination of patent right due to non-payment of annual fee |