WO2000063499A1 - Individual ground type subway station - Google Patents

Individual ground type subway station Download PDF

Info

Publication number
WO2000063499A1
WO2000063499A1 PCT/CN2000/000090 CN0000090W WO0063499A1 WO 2000063499 A1 WO2000063499 A1 WO 2000063499A1 CN 0000090 W CN0000090 W CN 0000090W WO 0063499 A1 WO0063499 A1 WO 0063499A1
Authority
WO
WIPO (PCT)
Prior art keywords
station
ground
slope
subway station
train
Prior art date
Application number
PCT/CN2000/000090
Other languages
French (fr)
Chinese (zh)
Inventor
Sijin Liu
Original Assignee
Sijin Liu
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Sijin Liu filed Critical Sijin Liu
Priority to AU39549/00A priority Critical patent/AU3954900A/en
Publication of WO2000063499A1 publication Critical patent/WO2000063499A1/en

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
    • B61B1/02—General arrangement of stations and platforms including protection devices for the passengers

Definitions

  • the invention relates to a novel subway station.
  • the object of the present invention is to provide a subway station which can reduce the energy consumption of train operation and reduce the engineering cost during construction.
  • the height of the subway station is higher than the road section, that is, the station is built on the ground, when the train enters the station, it needs to go uphill to drill out of the ground, and when it leaves the station, it needs to go downhill to drill back to the ground. .
  • the present invention can reduce the energy consumption of the train. This is because: when the train enters the station and needs to decelerate, it just meets the uphill, causing the speed of the train to decrease and the height to rise, and the original kinetic energy is converted. It became potential energy, and when the train was about to accelerate, it went downhill again, causing the height of the train to drop and its speed to increase, and its potential energy was converted into kinetic energy.
  • the present invention also has the advantage of greatly reducing the excavation workload.
  • the excavation workload of the station can be basically saved, and The excavation volume of the slope section of the station can also be saved by nearly half, thereby shortening the construction period and reducing the project cost.
  • FIG. 1 is a schematic diagram of a subway system according to a preferred embodiment of the present invention.
  • This solution can be used for open digging and also for underground digging using shield construction methods.
  • the slope of the entry and exit station slope should be selected so that the train can still start up after the station is stationary.

Landscapes

  • Engineering & Computer Science (AREA)
  • Transportation (AREA)
  • Mechanical Engineering (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Train Traffic Observation, Control, And Security (AREA)

Abstract

The invention provides a novel subway station (2), which builds on the ground (4), where getting into the station and getting out of the station is a section of slope (6). The section of slope (6) communicates a line (5) of subway with the station (2). When a train is getting into the station (2), it goes through an upward slope so that it gets out on the ground (4), while getting out of the station, it goes through a downward slope under the ground (4).

Description

独立地面式地铁车站 发明领域  Independent ground station
本发明涉及一种新颖的地铁车站。  The invention relates to a novel subway station.
背景技术  Background technique
传统的地铁车站通常跟车站前后的路段处于大致同样的高度， 这样的布 局不利于降低列车运行时的能源消耗， 若车站处于地下则还存在工程造价高 的缺陷。  Traditional subway stations are usually at the same height as the sections before and after the station. Such a layout is not conducive to reducing the energy consumption of trains. If the station is underground, it still has the disadvantage of high engineering costs.
发明概要  Summary of invention
本发明的目的是要提供一种既能降低列车运行能耗， 又能降低修建时的 工程造价的地铁车站。  The object of the present invention is to provide a subway station which can reduce the energy consumption of train operation and reduce the engineering cost during construction.
本发明的目的是这样实现的： 将地铁车站的高度处于高于路段的位置， 即： 车站建在地面， 当列车进站时需上坡钻出地面， 而出站时需下坡钻回地 下。  The purpose of the present invention is achieved as follows: the height of the subway station is higher than the road section, that is, the station is built on the ground, when the train enters the station, it needs to go uphill to drill out of the ground, and when it leaves the station, it needs to go downhill to drill back to the ground. .
与传统的地铁车站相比， 本发明可减少列车的能源消耗， 这是由于： 列 车进站正需减速时， 恰遇上坡， 致使列车的速度降低而高度上升， 原来所具 有的动能便转换成了势能， 列车出站正要加速时又逢下坡， 又使列车的高度 下降而速度增加， 其势能又转换成动能。 此外， 本发明与传统地铁车站相比， 还具有开挖工作量大幅度减少的优点， 例如： 若路段在地下， 而车站设在地 面， 这样车站的开挖工作量便可基本省去， 而进出站的斜坡段的开挖量也可 省掉近一半， 从而缩短建设周期， 降低工程造价。  Compared with the traditional subway station, the present invention can reduce the energy consumption of the train. This is because: when the train enters the station and needs to decelerate, it just meets the uphill, causing the speed of the train to decrease and the height to rise, and the original kinetic energy is converted. It became potential energy, and when the train was about to accelerate, it went downhill again, causing the height of the train to drop and its speed to increase, and its potential energy was converted into kinetic energy. In addition, compared with traditional subway stations, the present invention also has the advantage of greatly reducing the excavation workload. For example, if the road section is underground and the station is located on the ground, the excavation workload of the station can be basically saved, and The excavation volume of the slope section of the station can also be saved by nearly half, thereby shortening the construction period and reducing the project cost.
附图简要说明  Brief description of the drawings
图 1是根据本发明较佳实施例的地铁系统的示意图。  FIG. 1 is a schematic diagram of a subway system according to a preferred embodiment of the present invention.
对较佳实施例的描述  Description of the preferred embodiment
如图 1所示， 其中 1为列车； 2为车站； 3为地铁遂道； 4为地面； 5为 路段； 6为斜坡段。  As shown in Figure 1, 1 is a train; 2 is a station; 3 is a subway tunnel; 4 is the ground; 5 is a road section; 6 is a slope section.
本方案既可用明挖， 也适用于采用盾构施工法等手段的暗挖， 进出站斜 坡段坡度的选择应以列车在该段静止后， 启动仍能上行为宜。  This solution can be used for open digging and also for underground digging using shield construction methods. The slope of the entry and exit station slope should be selected so that the train can still start up after the station is stationary.

Claims

权 利 要 求 Rights request
1.一种地铁车站， 其特征是' 车站的高度高于路段的高度。 1. A subway station, characterized in that the height of the station is higher than the height of the road section.
2.根据权利要求 1的地铁车站， 其特征是， 进出站有斜坡段将车站与路段 相联。  2. A metro station according to claim 1, characterized in that the entry and exit stations have slope sections connecting the stations and road sections.
PCT/CN2000/000090 1999-04-17 2000-04-14 Individual ground type subway station WO2000063499A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AU39549/00A AU3954900A (en) 1999-04-17 2000-04-14 Individual ground type subway station

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN 99102688 CN1271044A (en) 1999-04-17 1999-04-17 Independent ground type subway station
CN99102688.8 1999-04-17

Publications (1)

Publication Number Publication Date
WO2000063499A1 true WO2000063499A1 (en) 2000-10-26

Family

ID=5270933

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/CN2000/000090 WO2000063499A1 (en) 1999-04-17 2000-04-14 Individual ground type subway station

Country Status (3)

Country Link
CN (1) CN1271044A (en)
AU (1) AU3954900A (en)
WO (1) WO2000063499A1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110497924A (en) * 2019-08-21 2019-11-26 中建空列（北京）工程设计研究院有限公司 A kind of empty rail pipeline transportation system for tunnel

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02231265A (en) * 1989-03-06 1990-09-13 Tobishima Corp Transport of passengers between large depth subway station platform and upper platform and installation therefor
CN1207432A (en) * 1998-08-25 1999-02-10 秦国光 Building and traffic system

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02231265A (en) * 1989-03-06 1990-09-13 Tobishima Corp Transport of passengers between large depth subway station platform and upper platform and installation therefor
CN1207432A (en) * 1998-08-25 1999-02-10 秦国光 Building and traffic system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110497924A (en) * 2019-08-21 2019-11-26 中建空列（北京）工程设计研究院有限公司 A kind of empty rail pipeline transportation system for tunnel

Also Published As

Publication number Publication date
AU3954900A (en) 2000-11-02
CN1271044A (en) 2000-10-25

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