CN108313063A - A kind of method for arranging at bilateral formula shield method station folded up and down - Google Patents
A kind of method for arranging at bilateral formula shield method station folded up and down Download PDFInfo
- Publication number
- CN108313063A CN108313063A CN201810194992.4A CN201810194992A CN108313063A CN 108313063 A CN108313063 A CN 108313063A CN 201810194992 A CN201810194992 A CN 201810194992A CN 108313063 A CN108313063 A CN 108313063A
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- CN
- China
- Prior art keywords
- platform
- shield
- uplink
- station
- shield tunnel
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- 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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Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B61—RAILWAYS
- B61B—RAILWAY SYSTEMS; EQUIPMENT THEREFOR NOT OTHERWISE PROVIDED FOR
- B61B1/00—General arrangement of stations, platforms, or sidings; Railway networks; Rail vehicle marshalling systems
- B61B1/02—General arrangement of stations and platforms including protection devices for the passengers
Abstract
The present invention relates to rail traffic technical field of construction, especially a kind of method for arranging at bilateral formula shield method station folded up and down, it is characterised in that：Using shield construction shield tunnel；Along the short transverse of the shield tunnel, it is stacked the uplink path and the downing track up and down in the shield tunnel；It is respectively arranged the uplink platform in the both sides of the uplink path, is respectively arranged the downlink platform in the both sides of the downing track, the uplink and downlink platform is respectively positioned on the inside of the shield tunnel.It is an advantage of the invention that：It avoids station main body construction from reducing the pollutions such as dust, vibration, noise to the influence of traffic above-ground, underground utilities, neighboring buildings, there is significant social benefit and environmental benefit；Arrange wiring using big shield section, improve the utilization rate in big shield section, optimize the wiring arrangement of circuit, meet station boarding safely, dredge it is rapid, convenient for the arrangement of operation management and maintenance, create conditions to increase efficiency of operation.
Description
Technical field
The present invention relates to rail traffic technical field of construction, especially a kind of arrangement at bilateral formula shield method station folded up and down
Method.
Background technology
In the construction of the rail traffic in city, intensive, road turns over friendship condition that there are job location surrounding buildings is difficult,
Underground municipal pipeline is various and is difficult to move situation etc. realistic problem, while the pollutions such as dust, vibration, noise are asked in construction
Topic is serious, these problems are particularly present in open cut formula construction, for example, subway station construction.
Invention content
The purpose of the present invention is according to above-mentioned the deficiencies in the prior art, provide a kind of bilateral formula shield method station folded up and down
Method for arranging, the station is using big cross section shield technique construction Underground Station and adjacent interval, by station platform
It is arranged in inside shield tunnel, in the case where ensureing that subway platform space is enough, realizes closure construction.
The object of the invention realization is completed by following technical scheme：
A kind of method for arranging at bilateral formula shield method station folded up and down, the station include uplink path, downing track and on
Row platform and downlink platform, it is characterised in that：The station is arranged in using in shield construction shield tunnel；Along the shield
The short transverse in structure tunnel is stacked the uplink path and the downing track up and down in the shield tunnel；On described
The both sides of row track are respectively arranged the uplink platform, and the downlink platform, institute are respectively arranged in the both sides of the downing track
State the inside that uplink and downlink platform is respectively positioned on the shield tunnel.
By parallel with the downlink platform and extending direction upper and lower position weight along the shield tunnel of the uplink platform
Laying up is set.
Parallel with the downlink platform and extending direction upper and lower position along the shield tunnel of the uplink platform is wrong
Open arrangement.
Parallel with the downlink platform and extending direction upper and lower position along the shield tunnel of the uplink platform is handed over
Fork arrangement.
Pipe space and heat extraction air duct are arranged in the shield tunnel.
It is an advantage of the invention that：Influence of the station main body construction to traffic above-ground, underground utilities, neighboring buildings is avoided,
Reduce the pollutions such as dust, vibration, noise, there is significant social benefit and environmental benefit；Simultaneously using big shield section
Arrange wiring, improve the utilization rate in big shield section, optimize the wiring arrangement of circuit, meet station boarding safely, dredge it is rapid,
Convenient for the arrangement of operation management and maintenance, create conditions to increase efficiency of operation；Suitable for common multiple types subway
And a variety of vehicle marshalling forms；Fast decoupled passenger flow shortens the dwell time, improves efficiency of operation.
Description of the drawings
Fig. 1 is the cross-sectional view of the present invention；
Fig. 2 is the arrangement schematic diagram I of uplink platform and downlink platform in the present invention；
Fig. 3 is the arrangement schematic diagram II of uplink platform and downlink platform in the present invention；
Fig. 4 is the arrangement schematic diagram III of uplink platform and downlink platform in the present invention.
Specific implementation mode
Feature of present invention and other correlated characteristics are described in further detail by embodiment below in conjunction with attached drawing, so as to
In the understanding of technical staff of the same trade：
As shown in Figs 1-4, figure label 1-13 is expressed as：Shield tunnel 1, station hall layer 2, uplink platform 3, downlink platform 4,
Uplink path 5, downing track 6, staircase 7, upper heat extraction air duct 8, lower heat extraction air duct 9, pipe space 10, staircase 11, channel 12,
Face 13.
Embodiment one：As shown in Figure 1, the method for arranging at folded bilateral formula shield method station ties station up and down in the present embodiment
Structure is arranged in the space interior for the shield tunnel 1 completed by shield construction.Station structure includes station hall layer 2 and by connecting station
The platform structure that platform 3 and downlink platform 4 are constituted.
Method for arranging in the present embodiment includes the following steps：
Shield tunnel 1 uses shield construction according to subway designed lines, and station is arranged at the design position of shield tunnel 1.
As shown in Figure 1, along the short transverse of shield tunnel 1, uplink platform 3, downlink platform 4 are sequentially stacked, in connecting station
The centre of platform 3 and downlink platform 4 there also is provided station hall layer 2, and station hall layer 2 is divided by staircase 7 and uplink platform 3 and downlink platform 4
It Gou Cheng not be connected to, to make passenger that can go to uplink platform 3 and downlink platform 4 positioned at about 2 both sides of station hall layer by staircase 7
On.Along the short transverse of shield tunnel 1, it is disposed with uplink path 5 and downing track 6, uplink path 5 and downlink in the middle
Track 6 is respectively used to the traveling of subway train.Uplink platform 3 is arranged in the both sides of uplink path 5, and row platform 4 distinguishes cloth
It sets in the both sides of downing track 6, makes uplink and downlink subway train when stopping, the uplink platform 3 or downlink station that passenger can be from both sides
Platform 4 passes in and out subway train and shortens the dwell time of subway train to realize decomposition when bus's flow, improves operation effect
Rate.
As shown in Figure 1, upper heat extraction air hose 8 is disposed with inside shield tunnel 1 above uplink path 5, in downing track 6
Top is close in heat extraction air hose 9 under the location arrangements of station layer 2, and upper heat extraction air hose 8 and lower heat extraction air hose 9 are respectively used in discharge
Hot wind inside row track 5 and downing track 6 and station, to ensure the circulation of air and pure and fresh.In addition, as shown in Figure 1,
It is also reserved with pipe in the inside of the shield tunnel 1 of 4 both sides of the inside of the shield tunnel 1 of 3 both sides of uplink platform and downlink platform
Space of lines 10, laying of the pipe space 10 for pipeline needed for station.Upper and lower folded bilateral formula based on shield method in the present embodiment
The main part at station is arranged in the inside of a shield tunnel 1 by station structure, meet station boarding safely, dredge it is fast
Speed under the premise of being convenient for management, effectively controls shield cross dimensions, improves the space availability ratio at shield method station.
As shown in Figure 1, station hall layer 2 is in communication with the outside by penetrating through the channel 12 of 1 both sides of shield tunnel.It is arranged at channel 12
There are staircase 11, the other end of staircase 11 to be arranged on ground 13；When passenger needs by bus, channel 12 can be entered by staircase 11
Enter back into station hall layer 2 later, in the station hall layer 2 according to destination by staircase 7 go to uplink platform 3 or downlink platform 4 with etc.
Subway train is waited to enter the station stop.
As shown in Fig. 2, the extending direction of uplink platform 3 and downlink platform 4 in the present embodiment along shield tunnel 1（Also it is
The extending direction of uplink path 5）Upper and lower position arranged superposed, the uplink platform 3 that downlink platform 4 is positioned above in figure hide
Gear.Based on this structure, station structure globality is strong, and intensivism is good, while ensureing the structural stability of station structure entirety.
Embodiment two：The present embodiment compared to embodiment one the difference is that：As shown in figure 3, being applied using shield method
The unrestricted advantage of longitudinal length at work station, uplink platform 3 are parallel with downlink platform 4 and along the extension side of shield tunnel 1
It is staggeredly arranged to upper and lower position.Based on this structure, the passenger of uplink and downlink can be among different staircases 7 enters station hall layer 2, nothing
It need to cross at the same position of station layer 2, consequently facilitating dredging for passenger flow is decomposed with passenger flow when large passenger flow, be suitable for passenger flow
Measure the station of large area.
Embodiment three：The present embodiment compared to embodiment one, two the difference is that：As shown in figure 4, utilizing shield method
The unrestricted advantage of longitudinal length at construction station, uplink platform 3 are parallel with downlink platform 4 and along the extension of shield tunnel 1
Direction upper and lower position arranged crosswise, i.e. uplink platform 3 and downlink platform 4 are on plan-position, and overlap therebetween cloth
It sets, the size of lap position depends on the demand of the size of the station density of stream of people.It is long using the longitudinal direction at shield construction station
Unrestricted advantage is spent, uplink and downlink gate position arranged crosswise is suitable for the medium-sized city of the volume of the flow of passengers for evacuating passenger flow
The station of suburb center transfer point, has both evacuated passenger flow, also shortens the transfer time of upper and lower line.
Above-described embodiment is in the specific implementation：Station hall layer 2, uplink platform 3, downlink platform 4 can order according to the design needs
It is stacked in the inside of shield tunnel 1 up and down, i.e. uplink platform 3, downlink platform 4 and station hall layer 2 is located at 1 short transverse of shield tunnel
On Different Plane space in.For example, along the short transverse of shield tunnel 1, station hall layer 2, uplink platform 3, downlink platform 4 are by upper
It is sequentially stacked under.
When uplink platform 3 and downlink platform 4 is only arranged in the inside of shield tunnel 1, can be used other modes for passenger into
It is outbound, such as uplink platform 3 and downlink platform 4 are directly connected to by staircase 11 with ground 11, then in uplink platform 3 under
Gate out of the station is directly set on row platform 4, makes passenger that can enter directly on uplink platform 3 and downlink platform 4.
Although above example elaborates the design of the object of the invention and embodiment with reference to attached drawing, this
Field those of ordinary skill will recognize, still can be right in the case where no disengaging claim limits the precondition of range
The present invention makes various modifications and variations, therefore does not repeat one by one herein.
Claims (5)
1. a kind of method for arranging at bilateral formula shield method station folded up and down, the station include uplink path, downing track and
Uplink platform and downlink platform, it is characterised in that：The station is arranged in using in shield construction shield tunnel；Described in
The short transverse of shield tunnel is stacked the uplink path and the downing track up and down in the shield tunnel；Described
The both sides of uplink path are respectively arranged the uplink platform, and the downlink platform is respectively arranged in the both sides of the downing track,
The uplink and downlink platform is respectively positioned on the inside of the shield tunnel.
2. a kind of method for arranging at bilateral formula shield method station folded up and down according to claim 1, it is characterised in that：By institute
State parallel with the downlink platform and extending direction upper and lower position arranged superposed along the shield tunnel of uplink platform.
3. a kind of method for arranging at bilateral formula shield method station folded up and down according to claim 1, it is characterised in that：By institute
Parallel with the downlink platform and extending direction upper and lower position along the shield tunnel of uplink platform is stated to be staggeredly arranged.
4. a kind of method for arranging at bilateral formula shield method station folded up and down according to claim 1, it is characterised in that：By institute
State parallel with the downlink platform and extending direction upper and lower position arranged crosswise along the shield tunnel of uplink platform.
5. a kind of method for arranging at bilateral formula shield method station folded up and down according to claim 1, it is characterised in that：Institute
State arrangement pipe space and heat extraction air duct in shield tunnel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810194992.4A CN108313063A (en) | 2018-03-09 | 2018-03-09 | A kind of method for arranging at bilateral formula shield method station folded up and down |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810194992.4A CN108313063A (en) | 2018-03-09 | 2018-03-09 | A kind of method for arranging at bilateral formula shield method station folded up and down |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108313063A true CN108313063A (en) | 2018-07-24 |
Family
ID=62902397
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810194992.4A Pending CN108313063A (en) | 2018-03-09 | 2018-03-09 | A kind of method for arranging at bilateral formula shield method station folded up and down |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108313063A (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3813885A (en) * | 1970-05-28 | 1974-06-04 | J Tabor | Method for constructing an underground railway |
| JPH01304294A (en) * | 1988-05-30 | 1989-12-07 | Shusaku Hara | Underground railway of shielded tunnel as two-layer double track |
| CN201534964U (en) * | 2009-07-28 | 2010-07-28 | 中铁第四勘察设计院集团有限公司 | Structural style of elevated station for urban light rail and quick bus system |
| CN202483205U (en) * | 2012-03-21 | 2012-10-10 | 中铁上海设计院集团有限公司 | Station room interior bridge girder layout structure for reconstruction and expansion of elevated subway station |
| CN204055768U (en) * | 2014-08-27 | 2014-12-31 | 北京市轨道交通设计研究院有限公司 | A kind of subway station |
| CN106143216A (en) * | 2016-07-08 | 2016-11-23 | 上海市城市建设设计研究总院 | Double-deck tramcar system |
| EP3243720A1 (en) * | 2016-02-17 | 2017-11-15 | Cormac Rabbitt | A train station for a tunnel |
| CN107460887A (en) * | 2017-08-18 | 2017-12-12 | 中铁隧道勘测设计院有限公司 | A kind of subway station of shield two layer of space combination |
-
2018
- 2018-03-09 CN CN201810194992.4A patent/CN108313063A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3813885A (en) * | 1970-05-28 | 1974-06-04 | J Tabor | Method for constructing an underground railway |
| JPH01304294A (en) * | 1988-05-30 | 1989-12-07 | Shusaku Hara | Underground railway of shielded tunnel as two-layer double track |
| CN201534964U (en) * | 2009-07-28 | 2010-07-28 | 中铁第四勘察设计院集团有限公司 | Structural style of elevated station for urban light rail and quick bus system |
| CN202483205U (en) * | 2012-03-21 | 2012-10-10 | 中铁上海设计院集团有限公司 | Station room interior bridge girder layout structure for reconstruction and expansion of elevated subway station |
| CN204055768U (en) * | 2014-08-27 | 2014-12-31 | 北京市轨道交通设计研究院有限公司 | A kind of subway station |
| EP3243720A1 (en) * | 2016-02-17 | 2017-11-15 | Cormac Rabbitt | A train station for a tunnel |
| CN106143216A (en) * | 2016-07-08 | 2016-11-23 | 上海市城市建设设计研究总院 | Double-deck tramcar system |
| CN107460887A (en) * | 2017-08-18 | 2017-12-12 | 中铁隧道勘测设计院有限公司 | A kind of subway station of shield two layer of space combination |
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180724 |
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| RJ01 | Rejection of invention patent application after publication |