EP0459884A1 - Zentraler Bahnsteig für eine Eisenbahn oder andere Bahn, aufgebaut auf einem Viadukt - Google Patents

Zentraler Bahnsteig für eine Eisenbahn oder andere Bahn, aufgebaut auf einem Viadukt Download PDF

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Publication number
EP0459884A1
EP0459884A1 EP91401362A EP91401362A EP0459884A1 EP 0459884 A1 EP0459884 A1 EP 0459884A1 EP 91401362 A EP91401362 A EP 91401362A EP 91401362 A EP91401362 A EP 91401362A EP 0459884 A1 EP0459884 A1 EP 0459884A1
Authority
EP
European Patent Office
Prior art keywords
elements
viaduct
station
slabs
connecting piece
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.)
Withdrawn
Application number
EP91401362A
Other languages
English (en)
French (fr)
Inventor
Jean Muller
Daniel Dutoit
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Societe Centrale dEtudes et de Realisations Routieres Scetauroute
Original Assignee
Societe Centrale dEtudes et de Realisations Routieres Scetauroute
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 Societe Centrale dEtudes et de Realisations Routieres Scetauroute filed Critical Societe Centrale dEtudes et de Realisations Routieres Scetauroute
Publication of EP0459884A1 publication Critical patent/EP0459884A1/de
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2/00—Bridges characterised by the cross-section of their bearing spanning structure
    • E01D2/04—Bridges characterised by the cross-section of their bearing spanning structure of the box-girder type
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2/00—Bridges characterised by the cross-section of their bearing spanning structure
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F1/00—Construction of station or like platforms or refuge islands or like islands in traffic areas, e.g. intersection or filling-station islands; Kerbs specially adapted for islands in traffic areas
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2101/00—Material constitution of bridges
    • E01D2101/20—Concrete, stone or stone-like material
    • E01D2101/24—Concrete
    • E01D2101/26—Concrete reinforced
    • E01D2101/28—Concrete reinforced prestressed

Definitions

  • the present invention relates to a central platform station on a railway or other line constructed in a viaduct.
  • Such viaducts generally consist of successive elements, of substantially identical section, constituted in particular by prefabricated concrete elements, and which are placed on a series of pillars implanted at suitable spacings.
  • these successive elements comprise a continuous upper slab, which forms a roadway, and on which, in the case of a railway line, the rails are placed, a lower slab, generally of smaller width, and connecting means connecting these slabs between them, preferably to form a box-shaped section.
  • Prestressing cables preferably placed inside the tubular structure, join the successive elements together.
  • the object of the present invention is to provide a central platform station, which uses the maximum of elements supplied by the prefabrication units of the viaduct line, and which is easy and inexpensive to assemble and make.
  • the structure according to the invention provides, in the center, in cross section of the station, a non-continuous zone in the longitudinal direction, which allows, easily, the establishment of stairs, elevators and other means of access to the platform, either at the ends thereof, or in hoppers arranged in the desired locations.
  • the upper and lower connecting pieces do not have to be in the same vertical plane. They can be offset, especially at the place of passage of stairs.
  • At least one upper connecting piece and one lower connecting piece are connected together to form a rigid frame, this frame being, here again, arranged in a vertical plane or, possibly, in an oblique plane.
  • the upper connecting piece carries at least one longitudinal beam on which the central platform rests, and preferably, there is a single longitudinal beam, and the central platform also rests on the elements by means of elements of support of suitable length. This gives a particularly light structure to the parts of the platform.
  • the platform is fairly small in width, it is preferred that it rest only on the elements.
  • the elements used for the construction of the station can be metallic elements, or mixed concrete-steel elements. However, these are usually, for cost reasons, prefabricated concrete tubular elements.
  • the edges of the upper and lower slabs have generally vertical and longitudinal surfaces, on which the end surfaces, also vertical and longitudinal, of the connecting pieces bear.
  • the mold does not include longitudinal vertical walls, it is easy to provide a temporary wall providing such surfaces at the desired locations, without it being necessary to provide a special mold for this case.
  • the connecting pieces are also made of concrete and prefabricated, either individually or by constituting a frame as indicated above, and they are connected to the elements by mated joints, that is to say made from a dry mortar, so as to ensure a good bond between these parts.
  • the figure shows two precast concrete elements 1, which are the same as those used for the viaduct. These elements are carried by pillars 2. They have a generally tubular shape, and include a slab upper 3, designed to constitute a roadway, and on which the rails are placed 4. A lower slab 5, of smaller width, is connected on each side to the upper slab by two oblique sails 6, also continuous. The outer surface of the sails 6, in the region where it joins the lower slab 5, has a longitudinal vertical part 7.
  • Prestressing cables 8 are used to increase the resistance of the elements 1, and to join them together. It will be observed that the usual length of the stations, which can reach 100 meters, requires the use of several elements 1 which succeed one another in the longitudinal direction, these elements being carried by a suitable number of pillars 2.
  • the bearing surfaces of the frame 9 are vertical-longitudinal, and a mated joint, that is to say say made from a dry mortar, is provided to effectively secure the frame 9 of the elements 1.
  • a lower prestressing cable 15, parallel to the cable 13 passes through the lower slab 5 of an element 1, the lower beam 11 of the frame 9, and the slab bottom of the other element 1, the anchor points 16 of this cable being provided on the outside of the elements 1.
  • the beams 10 carry a support beam 17, of inverted U section, continuous in the longitudinal direction, and which supports the elements 18 of the station platform.
  • These elements 18 are also prefabricated, they each comprise a horizontal slab 19, and a support element 20, which comes to rest on the upper slab 3 of an element 1.
  • each quay element rests at the same time on a slab 3, via the element 20, and on the beam with inverted U-section 17.
  • Two quay elements 18 are secured to each other and to the longitudinal beam 17 substantially in the longitudinal axial plane of the assembly.
  • the longitudinal beam 17 can optionally be omitted, the platform, which is then in one piece in cross section, rests only on the elements 1 by means of the support elements 20.
  • the oblique beams 12 of the frame 9 transmit the weight of the support beam 17 and of a part of the quay in the direction of the lower slabs 5. Due to the relatively low weight to be supported, the tightening obtained by the prestressing cables 13 and 15 , and the shear strength of these cables and the mated joints prevent a downward movement of the central part of the station.
  • staircase access stairs from the ground has not been shown in the figure. These stairs can be arranged either at the end of the quay, or in intermediate locations, anyway between two frames 9. In fact, beyond the ends of the station, the two elements 1 approach one another, frames 9 of smaller transverse dimensions being provided until connection to the normal structure of the viaduct.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
EP91401362A 1990-05-30 1991-05-28 Zentraler Bahnsteig für eine Eisenbahn oder andere Bahn, aufgebaut auf einem Viadukt Withdrawn EP0459884A1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR9006725 1990-05-30
FR9006725A FR2662719B1 (fr) 1990-05-30 1990-05-30 Station a quai central sur une ligne ferroviaire ou autre construite en viaduc.

Publications (1)

Publication Number Publication Date
EP0459884A1 true EP0459884A1 (de) 1991-12-04

Family

ID=9397096

Family Applications (1)

Application Number Title Priority Date Filing Date
EP91401362A Withdrawn EP0459884A1 (de) 1990-05-30 1991-05-28 Zentraler Bahnsteig für eine Eisenbahn oder andere Bahn, aufgebaut auf einem Viadukt

Country Status (3)

Country Link
EP (1) EP0459884A1 (de)
FR (1) FR2662719B1 (de)
MX (1) MX173401B (de)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2694581A1 (fr) * 1992-08-06 1994-02-11 Razel Freres Entreprise Procédé pour élargir le tablier d'un pont en béton préexistant.
FR2704570A1 (fr) * 1993-04-28 1994-11-04 Escota Dispositif pour le renforcement des encorbellements de ponts et son procédé de mise en Óoeuvre.
CN101979773A (zh) * 2010-10-14 2011-02-23 东南大学 一种铁路钢筋混凝土箱梁
CN102011368A (zh) * 2010-11-10 2011-04-13 中国一冶集团有限公司 高架桥花瓶形柱式桥墩一次成型施工方法
CN104477170A (zh) * 2014-12-19 2015-04-01 湖北工业大学 一种标准化桥梁式高架车站
CN107939074A (zh) * 2017-11-27 2018-04-20 广州地铁设计研究院有限公司 一种预制拼装式的地铁车站站台及其施工方法
CN111472254A (zh) * 2020-04-29 2020-07-31 中铁二院工程集团有限责任公司 一种上承式铁路钢桁拱桥的桥上车站结构

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1117632B (de) * 1958-10-20 1961-11-23 Dyckerhoff & Widmann Ag Verfahren zum Herstellen einer Bruecke aus Stahl- oder Spannbeton und nach diesem Verfahren hergestellte Bruecke aus Spannbeton

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1117632B (de) * 1958-10-20 1961-11-23 Dyckerhoff & Widmann Ag Verfahren zum Herstellen einer Bruecke aus Stahl- oder Spannbeton und nach diesem Verfahren hergestellte Bruecke aus Spannbeton

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
RAILWAY GAZETTE INTERNATIONAL vol. 123, no. 4, 17 Février 1967, LONDON, GB pages 135 - 137; 'Rapid transit developments in Stockholm ' *

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2694581A1 (fr) * 1992-08-06 1994-02-11 Razel Freres Entreprise Procédé pour élargir le tablier d'un pont en béton préexistant.
FR2704570A1 (fr) * 1993-04-28 1994-11-04 Escota Dispositif pour le renforcement des encorbellements de ponts et son procédé de mise en Óoeuvre.
CN101979773A (zh) * 2010-10-14 2011-02-23 东南大学 一种铁路钢筋混凝土箱梁
CN102011368A (zh) * 2010-11-10 2011-04-13 中国一冶集团有限公司 高架桥花瓶形柱式桥墩一次成型施工方法
CN104477170A (zh) * 2014-12-19 2015-04-01 湖北工业大学 一种标准化桥梁式高架车站
CN107939074A (zh) * 2017-11-27 2018-04-20 广州地铁设计研究院有限公司 一种预制拼装式的地铁车站站台及其施工方法
CN111472254A (zh) * 2020-04-29 2020-07-31 中铁二院工程集团有限责任公司 一种上承式铁路钢桁拱桥的桥上车站结构

Also Published As

Publication number Publication date
MX173401B (es) 1994-02-28
FR2662719A1 (fr) 1991-12-06
FR2662719B1 (fr) 1992-10-23

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