EP0425364A1 - Station für eine Eisenbahn oder andere Bahn auf einem Viadukt - Google Patents

Station für eine Eisenbahn oder andere Bahn auf einem Viadukt Download PDF

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Publication number
EP0425364A1
EP0425364A1 EP90402976A EP90402976A EP0425364A1 EP 0425364 A1 EP0425364 A1 EP 0425364A1 EP 90402976 A EP90402976 A EP 90402976A EP 90402976 A EP90402976 A EP 90402976A EP 0425364 A1 EP0425364 A1 EP 0425364A1
Authority
EP
European Patent Office
Prior art keywords
station
slab
support
viaduct
circulation
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.)
Granted
Application number
EP90402976A
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English (en)
French (fr)
Other versions
EP0425364B1 (de
Inventor
Jean Muller
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.)
Jean Muller International
Original Assignee
Jean Muller International
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 Jean Muller International filed Critical Jean Muller International
Priority to AT90402976T priority Critical patent/ATE94928T1/de
Publication of EP0425364A1 publication Critical patent/EP0425364A1/de
Application granted granted Critical
Publication of EP0425364B1 publication Critical patent/EP0425364B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Classifications

    • 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
    • E01F8/00—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic
    • E01F8/0005—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic used in a wall type arrangement
    • E01F8/0023—Details, e.g. foundations
    • 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
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D1/00—Bridges in general
    • 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
    • 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
    • E01D22/00—Methods or apparatus for repairing or strengthening existing bridges ; Methods or apparatus for dismantling bridges
    • 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
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F8/00—Arrangements for absorbing or reflecting air-transmitted noise from road or railway traffic
    • 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 station on a railway or other line, located on a viaduct consisting of a supporting structure which comprises a circulation slab stiffened by longitudinal ribs, vertical or oblique, placed under the slab, the supporting structure resting on supports such as pillars, the station comprising at least one quay element placed along the supporting structure at a level higher than that of the circulation slab.
  • Such viaducts have a supporting structure, which comprises a circulation slab stiffened by longitudinal vertical or oblique ribs placed under this slab. This supporting structure rests on supports such as the pillars of which we have just spoken.
  • the circulation slab in the case of a concrete construction, is stiffened by irons and / or prestressing cables, arranged longitudinally and / or transversely.
  • the longitudinal ribs can be formed by solid webs or by a series of beams arranged in vertical planes or in oblique planes, connecting the slab to a lower vertical beam.
  • the two longitudinal ribs can be connected, at their lower part, by a rigid horizontal part, so as to constitute a substantially closed box, or be simply connected by a number of transverse beams thus constituting a box open at the bottom.
  • stations for fractions of tracks built in viaduct essentially involves the installation of platforms, located along the circulation slab, at least on one side, at a height above this slab sufficient to allow transfer easy for travelers and / or goods.
  • these platforms are supported by pillars which can be independent of the pillars, or masonry supports, supporting the supporting structure, or being connected to it. In all cases, these additional pillars increase, at the location of the station, the footprint in a way which limits the possibilities of setting up such stations.
  • the invention aims to reduce these constraints, by providing a station which has a footprint substantially no greater than that of the track outside the station, and which is more inexpensive to build, in particular by prefabrication.
  • the invention provides a station of the type indicated above, which has the particularity that the quay element is supported by a support piece, preferably flat and vertical as a whole, which, on the one hand , is connected to the slab by irons or transverse cables horizontal or slightly inclined on the horizontal, resistant to traction, and on the other hand, comes to bear on a stop carried by the nearest longitudinal rib.
  • the support piece can be considered as articulated on the edge of the circulation slab, and forms a lever, one end of which bears on the longitudinal rib, while the other end supports the platform element. .
  • the footprint of a station is substantially the same as that of another part of the viaduct, or is only very slightly to it superior, in case it is deemed necessary to increase the section of the pillars, or to reduce their spacing at the station location.
  • the relatively reduced weight of the platform elements can be easily supported by the supporting structure, all the more so since the transverse irons or cables which connect the support piece at the edge of the slab can serve to stiffen it in the direction transverse. It is also possible to provide that these cables extend from one edge to the other of the slab, so as to provide a structure substantially in equilibrium. The thrust due to the weight of the support piece and the platform element is transferred to the lower part of the longitudinal rib, that is to say not far from its support on the support or pillar.
  • the support piece can also carry a light frame supporting a roof.
  • Pillars 1 the spacing of which in the example chosen is 15 meters at the station, support successive elements 2 of supporting structure, consisting of a supporting slab 3, and oblique stiffening elements 4, and horizontal 5 which, with the circulation slab, form a sectional supporting box Trapezoidal cross-section, the largest transverse width of which is approximately half the width of the circulation slab.
  • the structural elements, as well as the pillars, are the same in a common part of the viaduct, and in the station.
  • the platforms of the station are formed of a series of slabs 6, placed on either side of the supporting structure, and at a height of approximately 1.30 meters above the upper surface of the circulation slab .
  • These slabs are rectangular plates, the dimension of which, in the example described, is 3 meters in the longitudinal direction of the station. This distance is obviously arbitrary. It is however preferable that all the tiles have an identical longitudinal dimension, which is a submultiple of the length of the structural elements of the structure. If the station is in a curve, the slabs, or some of them, will be of adapted shape, for example of trapezoidal shape.
  • the slabs are reinforced, on their underside, by longitudinal ribs 7, and transverse ribs 8, the latter being located along the edges of each plate.
  • the quay is maintained by a series of support pieces 10, the general shape of which is roughly triangular, with a horizontal upper side, designed to support the transverse wings 8 of the quay plates 6.
  • Enlarged portions 11 advance transversely relative to the plane of the part 10, and support the end of the longitudinal ribs 7 of the plates 6, beyond their junction with the transverse ribs 8.
  • the opposite end 12 of the part support 10 is designed as a support element, which comes to rest on a stop 13 provided on the supporting structure.
  • the stop 13 is constituted by a projection of the support structure element 2, made of reinforced concrete.
  • the supporting structure elements intended to be part of a station have a small difference with the elements of a common part of the viaduct. It is however possible to provide elements of identical supporting structure for the current part of the viaduct and for the station, the stop being then fixed to the reinforcement part 4 by any known means. This arrangement can be used in particular when it is desired to locate a station in a location where it was not initially planned, or to extend a station.
  • connection method which can be replaced by other connection methods, for example fittings hooked to reinforcing bars of the circulation slab, is able to resist essentially traction, and may possibly allow slight pivoting.
  • the support piece 10 functions as a lever which is articulated at the edge of the circulation slab, and one arm of which bears on the stop 13, while the other lever arm carries the platform slabs.
  • Two opposite support elements, connected by the cables 14, constitute an assembly which introduces very few constraints on the circulation slab, especially when the cables 14 are horizontal and do not generate bending stresses on the slab.
  • each cable 14 can bear on the edge of the slab which is on the opposite side, which creates a transverse prestress in the latter.
  • the cables 14 can also be replaced by fasteners connected to reinforcing bars of the slab, especially if the structure of the quay and its support elements is light.
  • the platform slabs 6 carry masts 15 intended to support on the one hand light roofing elements, and on the other hand, railings or the like. Between the tiles 6 and the support elements 10 are interposed layers 16 of sound absorption and vibration, as is well known.
  • Fence and protection plates 17 are interposed between the quay plates 6 and the circulation slab 3, for security purposes. These plates 17 come to bear on the edge of the support pieces 10.
  • the system described by way of example allows significant prefabrication, and does not require a significant increase in the footprint.
  • the system can be applied to load-bearing structures of various shapes. It is however preferable, in the case where the supporting structure would constitute, with its stiffening elements, a box structure open downwards, to provide transverse abutment elements intended to receive the thrust of the support pieces 12 transmitted by the abutments 13 .
EP90402976A 1989-10-24 1990-10-23 Station für eine Eisenbahn oder andere Bahn auf einem Viadukt Expired - Lifetime EP0425364B1 (de)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT90402976T ATE94928T1 (de) 1989-10-24 1990-10-23 Station fuer eine eisenbahn oder andere bahn auf einem viadukt.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR8913911A FR2653459B1 (fr) 1989-10-24 1989-10-24 Station sur une ligne ferroviaire ou autre situee sur un viaduc.
FR8913911 1989-10-24

Publications (2)

Publication Number Publication Date
EP0425364A1 true EP0425364A1 (de) 1991-05-02
EP0425364B1 EP0425364B1 (de) 1993-09-22

Family

ID=9386712

Family Applications (1)

Application Number Title Priority Date Filing Date
EP90402976A Expired - Lifetime EP0425364B1 (de) 1989-10-24 1990-10-23 Station für eine Eisenbahn oder andere Bahn auf einem Viadukt

Country Status (5)

Country Link
US (1) US5119731A (de)
EP (1) EP0425364B1 (de)
AT (1) ATE94928T1 (de)
DE (1) DE69003507T2 (de)
FR (1) FR2653459B1 (de)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2972464A1 (fr) * 2011-03-11 2012-09-14 Systra Structure en u pour voie de transport collectif
CN109610350A (zh) * 2018-12-29 2019-04-12 北京工业大学 一种预应力混凝土箱梁的加固结构
CN111636295A (zh) * 2020-05-28 2020-09-08 浙江士高环境建设工程有限公司 一种高架桥结构及其施工工艺

Families Citing this family (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2823512B1 (fr) * 2001-04-17 2003-11-07 Systra Viaduc pour ligne ferroviaire ou autre
KR100575493B1 (ko) * 2002-06-21 2006-05-03 시스트라 철도 선로 또는 이와 같은 종류의 것을 위한 고가도로
CA2502537C (en) * 2005-03-30 2009-08-18 Bahattin Gunes Safety entrance norm (sen)
JP5757577B2 (ja) * 2012-03-09 2015-07-29 大成建設株式会社 床改修方法
CN103938534B (zh) * 2014-05-12 2017-09-22 上海市隧道工程轨道交通设计研究院 高架轨交车站一体化桥梁结构及其应用方法
CN103938538B (zh) * 2014-05-15 2016-03-23 中铁二院昆明勘察设计研究院有限责任公司 铁路桥梁疏散平台
CN106245531B (zh) * 2016-08-29 2018-01-30 山东中宏路桥建设有限公司 双侧吊杆式下挂钢结构桥安装方法
JP6297198B1 (ja) * 2017-11-13 2018-03-20 仙建工業株式会社 鉄道施設の高さ調整装置及び方法
CN110565529B (zh) * 2019-08-27 2021-05-14 苏州中车建设工程有限公司 声屏障基础与箱梁一体化浇筑模板
CN112727157A (zh) * 2020-12-30 2021-04-30 西安建筑科技大学 一种装配式双柱高架车站
CN113700023B (zh) * 2021-09-09 2022-09-27 浙江方大建筑设计有限公司 基于建筑桩基建设能够变化支撑形态和应力分布的组件

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB748067A (en) * 1953-09-23 1956-04-18 Alweg Forschung Gmbh Improvements in or relating to station installations for vehicles running on an elevated supporting structure
FR2468701A1 (fr) * 1979-11-06 1981-05-08 Lauzier Rene Structure de balcon rapportee sur une facade d'immeuble ou le long d'une rive de pont

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US578626A (en) * 1897-03-09 Terminal for railways
US1645026A (en) * 1925-07-03 1927-10-11 Sachs Philip Transit system
US3515074A (en) * 1968-10-14 1970-06-02 Jim D Helbig Equipment for loading,transporting and unloading passengers
JP2852051B2 (ja) * 1988-07-06 1999-01-27 日本電気アイシーマイコンシステム株式会社 相補型クロックドナンド回路

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB748067A (en) * 1953-09-23 1956-04-18 Alweg Forschung Gmbh Improvements in or relating to station installations for vehicles running on an elevated supporting structure
FR2468701A1 (fr) * 1979-11-06 1981-05-08 Lauzier Rene Structure de balcon rapportee sur une facade d'immeuble ou le long d'une rive de pont

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
BETONWERK + FERTIGTEIL-TECHNIK, vol. 45, no. 12, décembre 1979, pages 723-725; W.J. REITZI: "Rationalisierungsmassnahmen für Produktion und Montage von 5400 gleichen Fertigteilen" *
ROUTE ET TRAFIC, vol. 65, no. 5, mai 1979, pages 183-186; F. PFISTER: "Die Sanierung der Muotabrücke in Ibach" *

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2972464A1 (fr) * 2011-03-11 2012-09-14 Systra Structure en u pour voie de transport collectif
CN109610350A (zh) * 2018-12-29 2019-04-12 北京工业大学 一种预应力混凝土箱梁的加固结构
CN111636295A (zh) * 2020-05-28 2020-09-08 浙江士高环境建设工程有限公司 一种高架桥结构及其施工工艺

Also Published As

Publication number Publication date
DE69003507T2 (de) 1994-05-11
ATE94928T1 (de) 1993-10-15
FR2653459B1 (fr) 1992-01-17
US5119731A (en) 1992-06-09
FR2653459A1 (fr) 1991-04-26
DE69003507D1 (de) 1993-10-28
EP0425364B1 (de) 1993-09-22

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