WO2011121155A1 - Método y sistema de transporte metropolitano - Google Patents
Método y sistema de transporte metropolitano Download PDFInfo
- Publication number
- WO2011121155A1 WO2011121155A1 PCT/ES2011/070030 ES2011070030W WO2011121155A1 WO 2011121155 A1 WO2011121155 A1 WO 2011121155A1 ES 2011070030 W ES2011070030 W ES 2011070030W WO 2011121155 A1 WO2011121155 A1 WO 2011121155A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- stop
- level
- train
- route
- stations
- Prior art date
Links
Classifications
-
- 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
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B61—RAILWAYS
- B61B—RAILWAY SYSTEMS; EQUIPMENT THEREFOR NOT OTHERWISE PROVIDED FOR
- B61B13/00—Other railway systems
- B61B13/10—Tunnel systems
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/14—Layout of tunnels or galleries; Constructional features of tunnels or galleries, not otherwise provided for, e.g. portals, day-light attenuation at tunnel openings
Definitions
- the present invention relates to a method and a metropolitan transport system, which has application in the people transport industry, and more specifically in the field of suburban transport, allowing to maximize the commitment of travel time and network coverage through the use of at least two railway transport lines located at different levels in the same tunnel.
- a first aspect of the present invention relates to a metropolitan transport method that maximizes the commitment of travel time and network coverage.
- the metropolitan transport method proposed by the invention comprises the circulation of at least a first train in a first direction, defined from an initial point towards an end point of a route comprising a plurality of stop stations.
- routes of the so-called “circular” or closed routes are contemplated in which the initial point coincides with the end point, in reality comprising a plurality of stations in which an initial station and an end station are not distinguished.
- said first train runs through a tunnel that comprises at least two levels, said first train circulating through a first level of the tunnel and stopping at all stop stations along the route.
- the method comprises the circulation of at least a second train in the first direction of the route that runs through a second level of the tunnel, where said second train does not stop at all the stop stations of the route.
- the main advantage of the invention is that the compromise between the increase in commercial speed is fulfilled, which allows for a reduction in travel times, while maintaining a high capillarity that guarantees a great coverage of the metro network , for which the first level is It has a local line and on the second level an express line, sharing the stations where they both stop, and arranged vertically in the same tunnel section.
- the express line allows the resulting line to be provided with a higher commercial speed compared to a conventional metro line while the local line guarantees the coverage of the conventional line. Therefore this technical solution is innovative and allows maximizing the commitment of travel time and network coverage through two lines.
- the local line is a conventional line of great coverage, that is, it is a line whose trains stop at all stations of the route, while the express line has fewer stops than the local line, that is, trains that run on the express line. They do not stop at all stations, all in favor of greater commercial speed.
- the method comprises the circulation of at least a third train in a second direction, defined from the end point towards the starting point of the route, that circulates through the first level of the tunnel and that stops at all stations Stop the route.
- the method comprises the circulation of at least a fourth train in the second direction of the route that runs through the second level of the tunnel, where said fourth train does not stop at all the stop stations of the route.
- both directions of the same subway line would be covered at each level, one line being arranged on the first level and another on the second level, each with its two directions of movement for the same route.
- a second aspect of the present invention relates to a metropolitan transport system that operates according to any of the methods described above.
- the system comprises a plurality of first stop stations operatively configured so that the trains running through said first and second levels stop.
- the system also comprises a plurality of second stop stations operatively configured so that only the trains that run through the first level stop.
- the second stop stations can be converted into first stop stations by incorporating facilities.
- the geometry, structure and configuration of the second stop stations that is, of the stations where only the local line trains stop, and of the first stop stations, that is, of the stations where they stop. trains from both the local line and the express line, is the same.
- the equipment of both types of stations for the lower level or express level is different depending on the type of station, thus the stop stations have two different typologies.
- trains can be exchanged between the local line and the express line, so that the mobile material of both lines is of the same type, having the same signaling and the same feeding system energetic
- the second stop stations at the second level that is, at the level of circulation of the express line, can be considered as emergency stations, which is why they are not equipped with the same vertical mechanical transport elements at said level that the first seasons where yes The express line trains stop.
- Figure 1 Shows a schematic view according to a cross section of the metropolitan transport system proposed by the invention.
- Figure 2 shows a schematic view according to a longitudinal section of the tunnel of the system of the invention, in which a configuration of the stop stations on two levels of the tunnel can be seen in accordance with a preferred embodiment of the method and the system of the invention.
- Figure 3. Shows a schematic perspective view of the first level of a second stop station.
- Figure 4.- Shows a schematic perspective view of the second level of the second stop station represented in Figure 3.
- Figure 5. Shows a schematic perspective view of the first level of a first stop station.
- Figure 6. Shows a schematic perspective view of the second level of the first stop station represented in Figure 5.
- the metropolitan transport method proposed by the invention comprises the circulation of a first train (1) in a first direction, defined from an initial point to an end point of a path comprising a plurality of stop stations (2, 2 ').
- Said first train (1) circulates through a tunnel (3) comprising two levels (4, 5), said first train (1) circulating through a first level (4) of the tunnel (3) and stopping at all the stations of stop (2, 2 ') of the route.
- the method comprises the circulation of a second train (6) in the first direction of the route that runs through a second level (5) of the tunnel (3), where said second train (6) does not stop at all stop stations (2, 2 ' ) of the route.
- first level (4) there is a local line and in the second level (5) an express line, both lines being interconnected in certain stations and arranged vertically in the same tunnel section (3).
- Both the express and the local lines run through the same tunnel (3), which according to a preferred embodiment has 13 m outside diameter and 12 m inside diameter.
- Auxiliary studies of static and dynamic gauge have been carried out confirming that the circulation of trains is possible in tunnels (3) with 1, 5 m inside diameter, which turns out to be the one that could be obtained strictly.
- the method comprises the circulation of a third train (7) in a second direction, defined from the end point towards the starting point of the route, which circulates through the first level (4) of the tunnel (3) and which stops at all stop stations (2, 2 ') of the route.
- the method comprises the circulation of at least a fourth train (8) in the second direction of the route that runs through the second level (5) of the tunnel (3), where said fourth train (8) does not stop at all stop stations (2, 2 ') of the route.
- the train (6, 8) that circulates on the second level (5) makes a stop every four stop stations (2).
- a distance of 700 m interest which is the average of the distances of interest of the European metropolitan networks.
- a second aspect of the present invention relates to a metropolitan transport system, which operates according to any of the methods described above.
- the system comprises a plurality of first stop stations (2) operatively configured so that the trains (1, 6, 7, 8) circulating through said first (4) and second level (5) stop.
- the system also comprises a plurality of second stop stations (2 ') operatively configured so that only the trains (1, 7) that circulate on the first level (4) stop.
- the second stop stations (2 ') can be converted into first stop stations (2) by incorporating facilities.
- both types of stations (2, 2 ') have the same geometry makes it possible to convert the second stop stations (2') into first stop stations (2) by simply equipping them with the necessary facilities and equipment.
- the design of the access facilitates an entrance to the lobby as direct as possible.
- the length of the platforms is 120 m, but other lengths are contemplated depending on the mobile material used in the farm.
- trains can be exchanged between the local line and the express line, so that the mobile material of both lines is of the same type, having the same signaling and the same feeding system energetic
- the second stop stations (2 ') in the second level (5) can be considered as emergency stations, which is why which are not equipped with the same vertical mechanical transport elements in said level that the first stop stations (2), represented in figure 6, where the trains (6, 8) of the express line do stop.
- the signaling system is the same on the local line and on the express line.
- the first level (4) of the tunnel (3) is above the second level (5). Since it is a vertical layout, the local line occupies the highest level by having a greater number of user accesses. Also, the express line occupies the lower level because the trains reach a higher speed, leading to greater noise and vibration, so that the farther away the emitting focus of the foundations of the smaller buildings are the disturbances induced in said buildings
Abstract
Description
Claims
Priority Applications (5)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2013501875A JP2013529154A (ja) | 2010-03-30 | 2011-01-19 | 大都市固有の輸送方法およびシステム |
RU2012146373/11A RU2012146373A (ru) | 2010-03-30 | 2011-01-19 | Способ и система транспорта метрополитена |
MX2012011307A MX2012011307A (es) | 2010-03-30 | 2011-01-19 | Metodo y sistema de transporte metropolitano. |
EP11762055.9A EP2554788A4 (en) | 2010-03-30 | 2011-01-19 | Metropolitan transport system and method |
US13/638,631 US20130125779A1 (en) | 2010-03-30 | 2011-01-19 | Metropolitan transport system and method |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ESP201030476 | 2010-03-30 | ||
ES201030476A ES2344827B1 (es) | 2010-03-30 | 2010-03-30 | Metodo y sistema de transporte metropolitano. |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2011121155A1 true WO2011121155A1 (es) | 2011-10-06 |
Family
ID=42635421
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/ES2011/070030 WO2011121155A1 (es) | 2010-03-30 | 2011-01-19 | Método y sistema de transporte metropolitano |
Country Status (7)
Country | Link |
---|---|
US (1) | US20130125779A1 (es) |
EP (1) | EP2554788A4 (es) |
JP (1) | JP2013529154A (es) |
ES (1) | ES2344827B1 (es) |
MX (1) | MX2012011307A (es) |
RU (1) | RU2012146373A (es) |
WO (1) | WO2011121155A1 (es) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107542477A (zh) * | 2017-08-16 | 2018-01-05 | 中铁隧道勘测设计院有限公司 | 一种单洞盾构空间四线隧道组合的地铁配线 |
Families Citing this family (19)
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US8584593B2 (en) * | 2011-07-28 | 2013-11-19 | Jan Friedmann | Aquatic and terrestrial trans-web infrastructure network system (T.W.I.N.S.) |
CN103569138A (zh) * | 2013-09-26 | 2014-02-12 | 杜慧峰 | 一种立体高速管道运输系统 |
WO2016126496A1 (en) * | 2015-02-08 | 2016-08-11 | Hyperloop Technologies, Inc | Transportation system |
US9599235B2 (en) * | 2015-02-08 | 2017-03-21 | Hyperloop Technologies, Inc. | Gate valves and airlocks for a transportation system |
US9566987B2 (en) * | 2015-02-08 | 2017-02-14 | Hyperloop Technologies, Inc. | Low-pressure environment structures |
CN107466444B (zh) * | 2015-02-08 | 2019-05-17 | 超级高铁技术公司 | 动态直线定子段控制 |
US10897216B2 (en) | 2015-10-29 | 2021-01-19 | Hyperloop Technologies, Inc. | Variable frequency drive system |
EP3243720A1 (en) * | 2016-02-17 | 2017-11-15 | Cormac Rabbitt | A train station for a tunnel |
JP6650070B2 (ja) * | 2016-04-08 | 2020-02-19 | ▲暁▼▲華▼ ▲張▼ | 交通ネットワークシステム |
KR101980300B1 (ko) * | 2017-02-16 | 2019-05-20 | 주식회사 삼보기술단 | 복층터널정거장 시공방법 |
CN108252722B (zh) * | 2018-03-09 | 2024-01-30 | 上海市隧道工程轨道交通设计研究院 | 一种基于盾构法的上下叠双侧式车站结构及其应用方法 |
CN108275162A (zh) * | 2018-03-09 | 2018-07-13 | 上海市隧道工程轨道交通设计研究院 | 一种用于山地城市地下越行车站配线结构及其应用方法 |
US11235787B2 (en) | 2018-06-29 | 2022-02-01 | Hyperloop Transportation Technologies, Inc. | Tube transportation systems using a gaseous mixture of air and hydrogen |
US10286927B1 (en) | 2018-06-29 | 2019-05-14 | Hyperloop Transportation Technologies, Inc. | Tube transportation systems using a gaseous mixture of air and helium |
US11242072B2 (en) | 2018-06-29 | 2022-02-08 | Hyperloop Transportation Technologies, Inc. | Method of using air and hydrogen in low pressure tube transportation |
US11214282B2 (en) | 2018-06-29 | 2022-01-04 | Hyperloop Transportation Technologies, Inc. | Method and an article of manufacture for determining optimum operating points for power/cost and helium-air ratios in a tubular transportation system |
US11230300B2 (en) | 2018-06-29 | 2022-01-25 | Hyperloop Transportation Technologies, Inc. | Method of using air and helium in low-pressure tube transportation systems |
US10286928B1 (en) | 2018-06-29 | 2019-05-14 | Hyperloop Transportation Technologies, Inc. | Method of using air and helium in low-pressure tube transportation systems |
CN115027507A (zh) * | 2022-06-07 | 2022-09-09 | 中铁二院工程集团有限责任公司 | 一种既有铁路用地边界内增设铁路线构造及列车运行方法 |
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GB913736A (en) | 1960-01-14 | 1962-12-28 | Frederick Walter Madeley Lee | Vehicular transport system |
DE2127156A1 (de) * | 1971-06-01 | 1972-12-14 | Riechelmann, Harry, Riechelmann, Gundo, 5802 Wetter | Spannbeton-Rohrbrücken und ihre Fertigungsanlage |
ES391632A1 (es) * | 1970-05-28 | 1974-06-01 | Mining Equipment Manufacturing | Un metodo para construir un ferrocarril subterraneo. |
JPH01304294A (ja) | 1988-05-30 | 1989-12-07 | Shusaku Hara | 2層複線となるシールドトンネルの地下鉄道 |
WO2004094785A1 (fr) | 2003-04-24 | 2004-11-04 | Otkrytoe Aktsionernoe Obschestvo 'metrogiprotrans' | Tunnel a deux niveaux et procede de construction associe |
JP2005023765A (ja) * | 2003-07-01 | 2005-01-27 | Shusaku Hara | 十文字状断面の複々線配線となるシールドトンネルの地下鉄道 |
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US1820034A (en) * | 1929-07-22 | 1931-08-25 | Louis T Schuberth | Railway structure |
DE2213210A1 (de) * | 1972-03-16 | 1973-10-04 | Boes Christian | Vakuum-helium-rohrschnellbahn |
US4075948A (en) * | 1974-01-31 | 1978-02-28 | Minovitch Michael Andrew | Rapid transit system |
CH687690A5 (fr) * | 1992-05-11 | 1997-01-31 | Ac Atelier Commun Etudes Et Re | Installation de changement de voie pour véhicule. |
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US8612071B2 (en) * | 2009-10-23 | 2013-12-17 | Integrated Transportation Technologies, L.L.C. | Synchronized express and local trains for urban commuter rail systems |
-
2010
- 2010-03-30 ES ES201030476A patent/ES2344827B1/es active Active
-
2011
- 2011-01-19 RU RU2012146373/11A patent/RU2012146373A/ru unknown
- 2011-01-19 EP EP11762055.9A patent/EP2554788A4/en not_active Withdrawn
- 2011-01-19 US US13/638,631 patent/US20130125779A1/en not_active Abandoned
- 2011-01-19 WO PCT/ES2011/070030 patent/WO2011121155A1/es active Application Filing
- 2011-01-19 MX MX2012011307A patent/MX2012011307A/es not_active Application Discontinuation
- 2011-01-19 JP JP2013501875A patent/JP2013529154A/ja active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB913736A (en) | 1960-01-14 | 1962-12-28 | Frederick Walter Madeley Lee | Vehicular transport system |
ES391632A1 (es) * | 1970-05-28 | 1974-06-01 | Mining Equipment Manufacturing | Un metodo para construir un ferrocarril subterraneo. |
DE2127156A1 (de) * | 1971-06-01 | 1972-12-14 | Riechelmann, Harry, Riechelmann, Gundo, 5802 Wetter | Spannbeton-Rohrbrücken und ihre Fertigungsanlage |
JPH01304294A (ja) | 1988-05-30 | 1989-12-07 | Shusaku Hara | 2層複線となるシールドトンネルの地下鉄道 |
WO2004094785A1 (fr) | 2003-04-24 | 2004-11-04 | Otkrytoe Aktsionernoe Obschestvo 'metrogiprotrans' | Tunnel a deux niveaux et procede de construction associe |
JP2005023765A (ja) * | 2003-07-01 | 2005-01-27 | Shusaku Hara | 十文字状断面の複々線配線となるシールドトンネルの地下鉄道 |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107542477A (zh) * | 2017-08-16 | 2018-01-05 | 中铁隧道勘测设计院有限公司 | 一种单洞盾构空间四线隧道组合的地铁配线 |
Also Published As
Publication number | Publication date |
---|---|
MX2012011307A (es) | 2012-11-23 |
EP2554788A1 (en) | 2013-02-06 |
ES2344827B1 (es) | 2011-06-28 |
ES2344827A1 (es) | 2010-09-07 |
RU2012146373A (ru) | 2014-05-10 |
US20130125779A1 (en) | 2013-05-23 |
EP2554788A4 (en) | 2017-01-11 |
JP2013529154A (ja) | 2013-07-18 |
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