US20080315002A1 - Fixed Carriageway for Rail Vehicles - Google Patents

Fixed Carriageway for Rail Vehicles Download PDF

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Publication number
US20080315002A1
US20080315002A1 US11/919,162 US91916206A US2008315002A1 US 20080315002 A1 US20080315002 A1 US 20080315002A1 US 91916206 A US91916206 A US 91916206A US 2008315002 A1 US2008315002 A1 US 2008315002A1
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US
United States
Prior art keywords
sleepers
concrete
fixed carriageway
fixed
concrete layer
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.)
Abandoned
Application number
US11/919,162
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English (en)
Inventor
Stephan Freudenstein
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.)
Rail One GmbH
Original Assignee
Rail One GmbH
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 Rail One GmbH filed Critical Rail One GmbH
Assigned to RAIL.ONE GMBH reassignment RAIL.ONE GMBH ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: FREUDENSTEIN, DR. STEPHAN
Publication of US20080315002A1 publication Critical patent/US20080315002A1/en
Abandoned 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
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/12—Grating or flooring for bridges; Fastening railway sleepers or tracks to bridges
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002—Ballastless track, e.g. concrete slab trackway, or with asphalt layers
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002—Ballastless track, e.g. concrete slab trackway, or with asphalt layers
    • E01B1/004—Ballastless track, e.g. concrete slab trackway, or with asphalt layers with prefabricated elements embedded in fresh concrete or asphalt
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2/00—General structure of permanent way
    • E01B2/003—Arrangement of tracks on bridges or in tunnels
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2204/00—Characteristics of the track and its foundations
    • E01B2204/09—Ballastless systems

Definitions

  • the invention relates to a fixed carriageway for rail vehicles having rails fixed to sleepers, which are carried by a structure engineered in concrete or concrete composite.
  • the object of the invention is therefore to indicate a fixed carriageway for rail vehicles of the type mentioned in the introduction whose manufacture is simpler and therefore more economical.
  • the sleepers are embedded in the structural concrete of the engineered structure or in a protective concrete layer or are mounted direct on the structural concrete or the protective concrete layer.
  • the carriageway panel in which the sleepers are embedded is produced simultaneously with the manufacture of the engineered structure, and unlike the known fixed carriageways, subsequent formation of the carriageway panel becomes superfluous, so that there is a saving in both materials and costs.
  • the invention is based on the knowledge that the structural concrete of the engineered structure or a protective concrete layer present on the engineered structure can simultaneously act as a carriageway panel, in that the sleepers are embedded in the structural concrete or protective concrete layer when this is manufactured. In the same way, the sleepers can be mounted direct on the structural concrete or protective concrete layer.
  • the structural concrete or protective concrete layer meets all the structural requirements made of a carriageway panel for a fixed carriageway. Therefore, a separate carriageway panel or superstructure panel or a separate manufacturing stage can be omitted, so) that the arrangement according to the invention is particularly simply constructed and results in a reduced consumption of material.
  • the sleepers of the fixed carriageways according to the invention are single-block or multi-block sleepers. This covers all types of sleepers predominantly used.
  • the sleeper blocks are connected together via grid supports and are embedded in the manufacture of the engineered structure, so that a monolithic fixed carriageway is achieved.
  • this has a longitudinal and/or transverse reinforcement.
  • the position of the reinforcement and the number of reinforcing rods can in this case be optimised, since the reinforcement present in any case in the engineered structure can also be used for the fixed carriageway.
  • the bridge has at least one edge cap and/or at least one cable channel disposed at the side, next to the sleepers in order to absorb lateral forces.
  • the edge cap or cable channel forces acting laterally to the carriageway direction are transmitted to the supporting structure of the engineered structure.
  • complex construction elements such as humps or support ridges can be dispensed with.
  • the engineered structure it is also possible for the engineered structure to be a concrete panel with a foundation.
  • this protective concrete layer may advantageously act simultaneously as a bridge seal, so that an additional seal of the bridge deck can be dispensed with.
  • the fixed carriageway according to the invention in an engineered structure formed as a tunnel, in which case the sleepers are embedded direct in a layer of compensating concrete. Since in this case also, an additional, separately manufactured carriageway panel can be dispensed with, the required inner diameter of the tunnel tubes is smaller.
  • FIG. 1 a first embodiment of a fixed carriageway according to the invention on a bridge structure viewed in perspective;
  • FIG. 2 a second embodiment of a fixed carriageway according to the invention, in which the sleepers are embedded in a protective concrete layer;
  • FIG. 3 an enlarged detail of the fixed carriageway of FIG. 2 with only partially shown protective concrete layer;
  • FIG. 4 a third embodiment of the invention with a fixed carriageway in a tunnel
  • FIG. 5 a fourth embodiment of the invention.
  • FIG. 1 shows a perspective view in section of a bridge structure 1 with a fixed carriageway 2 .
  • the fixed carriageway 2 is formed integrally with the supporting structure 3 of the bridge structure 1 .
  • cable channels 4 and edge caps 5 are disposed on both sides of the fixed carriageway 2 .
  • the cable channels 4 and the edge caps 5 are for transmitting lateral forces from the fixed carriageway 2 to the supporting structure 3 .
  • the fixed (Carriageway 2 comprises dual-block sleepers 6 , which carry rails 7 .
  • the sleepers 6 are embedded direct in the structural concrete of the supporting structure 3 , and a separate superstructure panel or carriageway panel is not present.
  • a longitudinal reinforcement 8 In the plane of section rods of a longitudinal reinforcement 8 can be seen, and in addition reinforcing rods laid transverse thereto and forming a transverse reinforcement are present.
  • FIG. 2 shows a second embodiment in which the components corresponding to those of the first embodiment have the same reference numbers.
  • the sleepers 6 are embedded in a protective concrete layer 10 , which rests on a supporting structure 11 of the bridge structure 9 .
  • a protective concrete layer 10 which rests on a supporting structure 11 of the bridge structure 9 .
  • the sleepers 6 are incorporated in the trough-like space between the cable channels 4 and edge caps 5 respectively and are positioned exactly.
  • the reinforcement 8 is applied.
  • the manufacture of the protective concrete layer 10 is effected by casting with concrete.
  • the protective concrete layer 10 can also act as a bridge seal.
  • FIG. 3 shows an enlarged detail of the fixed carriageway shown in FIG. 2 with the protective concrete layer only shown in part.
  • each pair of sleeper block's 12 , 13 is joined together via grid supports 14 , which also act as transverse reinforcement. Between the grid supports 14 , further reinforcing rods 15 are disposed in the transverse direction, just like the rods of the longitudinal Reinforcement 8 . After positioning and adjustment of the sleepers 6 and of the reinforcement, casting of the concrete takes place, so that only the upper regions 16 of the dual-block sleepers 6 still project from the concrete layer.
  • FIG. 4 show a section view of a third embodiment of a fixed carriageway in a tunnel.
  • the dual-block sleepers 6 are embedded direct in the structural concrete 16 of the tunnel, i.e. the fixed carriageway 17 is integrally joined with the structural concrete 16 of the tunnel.
  • the rods of the longitudinal reinforcement 18 are visible. Since no additional or separate carriageway panel is present, the diameter of the tunnel can be kept to a minimum.
  • FIG. 5 shows a further embodiment of a fixed carriageway in a tunnel.
  • a compensating concrete layer 19 is present, in which the sleepers 6 are embedded.
  • a concrete layer 20 in the shape of a segment of a circle. In this manner, the forces generated during operation of the fixed carriageway are transmitted direct into the sole of the tunnel.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Railway Tracks (AREA)
  • Road Paving Structures (AREA)
  • Toys (AREA)
US11/919,162 2005-06-09 2006-05-22 Fixed Carriageway for Rail Vehicles Abandoned US20080315002A1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE102005026819.6 2005-06-09
DE102005026819A DE102005026819B4 (de) 2005-06-09 2005-06-09 Feste Fahrbahn für Schienenfahrzeuge
PCT/DE2006/000881 WO2006131090A1 (de) 2005-06-09 2006-05-22 Feste fahrbahn für schienenfahrzeuge

Publications (1)

Publication Number Publication Date
US20080315002A1 true US20080315002A1 (en) 2008-12-25

Family

ID=36693678

Family Applications (1)

Application Number Title Priority Date Filing Date
US11/919,162 Abandoned US20080315002A1 (en) 2005-06-09 2006-05-22 Fixed Carriageway for Rail Vehicles

Country Status (18)

Country Link
US (1) US20080315002A1 (pt)
EP (1) EP1888843A1 (pt)
JP (1) JP2008542595A (pt)
KR (1) KR20070116180A (pt)
CN (1) CN101194071A (pt)
AR (1) AR058425A1 (pt)
AU (1) AU2006255330B2 (pt)
BR (1) BRPI0611609A2 (pt)
CA (1) CA2608645A1 (pt)
DE (1) DE102005026819B4 (pt)
IL (1) IL187726A0 (pt)
MX (1) MX2007014960A (pt)
NO (1) NO20080095L (pt)
RU (1) RU2377361C2 (pt)
TW (1) TW200718830A (pt)
UA (1) UA89528C2 (pt)
WO (1) WO2006131090A1 (pt)
ZA (1) ZA200709750B (pt)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2495763A (en) * 2011-10-21 2013-04-24 Oxford Plastic Sys Ltd Railway sleeper having a channel
FR3131927A1 (fr) 2022-01-17 2023-07-21 Urbanloop Module de voie ferree

Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100857894B1 (ko) * 2008-02-12 2008-09-10 현대엔지니어링 주식회사 선로차량에 적용되는 교량의 슬래브 구조
FR2938273B1 (fr) * 2008-11-10 2010-12-24 Alstom Transport Sa Superstructure de voie fixe sans ballast et procede de construction
JP5112369B2 (ja) * 2009-03-23 2013-01-09 公益財団法人鉄道総合技術研究所 既設鋼鉄道橋とコンクリート床版との合成構造化に用いるボルト式ずれ止め工法
KR101048343B1 (ko) * 2009-04-20 2011-07-14 박정규 철도교
CN101838967B (zh) * 2009-12-30 2011-07-27 中铁八局集团有限公司 桥上双块式无砟轨道道床施工工艺
CN102943436B (zh) * 2012-12-07 2015-04-01 湖南大学 含抗剪构造的钢-超高性能混凝土组合桥面结构及其施工方法
CN103711046A (zh) * 2013-12-27 2014-04-09 上海建工二建集团有限公司 一种行车轨道基础
CN104652270B (zh) * 2015-02-11 2016-08-24 上海市政工程设计研究总院（集团）有限公司 一种正交异性钢桥的桥面铺装方法
CN107419750B (zh) * 2017-08-31 2022-09-16 上海振华重工(集团)股份有限公司 一种最终接头运输底座及施工方法
RU2684159C1 (ru) * 2018-05-30 2019-04-04 Открытое Акционерное Общество "Российские Железные Дороги" Система для прокладки кабельных коммуникаций на перегоне для безбалластного железнодорожного пути
CN111705553B (zh) * 2020-05-20 2021-11-02 安徽浦进轨道装备有限公司 一种车辆轨道支撑组件
CN113481763B (zh) * 2021-07-07 2022-06-03 高速铁路建造技术国家工程实验室 自调平装配式钢-混凝土组合轨道结构

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3576293A (en) * 1969-02-26 1971-04-27 Landis Sales Co Direct fixation rail fastener apparatus
US3907200A (en) * 1972-10-24 1975-09-23 Regie Autonome Transports Track and method of laying track on a concrete road bed
US5653388A (en) * 1995-03-08 1997-08-05 Pfleiderer Verkehrstechnik Gmbh & Co. Kg Method and apparatus for constructing a permanent railroad track
US6488215B2 (en) * 2000-09-20 2002-12-03 Pfleiderer Infrastrukturtechnik Gmbh & Co., Kg Two-block concrete railroad tie for a fixed rail carriageway

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3144558A1 (de) * 1981-11-10 1983-05-19 Ed. Züblin AG, 7000 Stuttgart Bruecke mit durchgehendem verkehrsweg
DE4415574A1 (de) * 1994-03-21 1995-12-07 Wayss & Freytag Ag Feste Fahrbahn für schienengebundenen Verkehr
DE4415363C1 (de) * 1994-05-02 1995-09-28 Walter Bau Ag Eine feste Fahrbahn bildender Oberbau für Schienenbahnen, insb. für Brücken und Verfahren zu seiner Herstellung
DE19723587C2 (de) * 1997-06-05 1999-11-25 Wayss & Freytag Ag Feste Fahrbahn für den schienengebundenen Verkehr, die von einem in Beton- oder Betonverbund-Bauweise herstellten Kunstbauwerk getragen wird
DE19952803C2 (de) * 1999-11-02 2002-01-24 Heitkamp Deilmann Haniel Gmbh Oberbau für schienengebundene Fahrzeuge des öffentlichen Nahverkehrs sowie Verfahren und Vorrichtung zu seiner Herstellung
DE10236535B4 (de) * 2002-08-09 2004-08-05 Pfleiderer Infrastrukturtechnik Gmbh & Co. Kg Verfahren zur Herstellung einer Festen Fahrbahn mit der Traversenmethode auf Brücken und anderen Kunstbauwerken
DE10236534B3 (de) * 2002-08-09 2004-05-27 Pfleiderer Infrastrukturtechnik Gmbh & Co. Kg Feste Fahrbahn und Verfahren zu ihrer Herstellung
JP2004324287A (ja) * 2003-04-25 2004-11-18 Odakyu Dentetsu Kk 鋼製橋梁におけるフローティングラダー軌道の敷設構造及び敷設方法

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3576293A (en) * 1969-02-26 1971-04-27 Landis Sales Co Direct fixation rail fastener apparatus
US3907200A (en) * 1972-10-24 1975-09-23 Regie Autonome Transports Track and method of laying track on a concrete road bed
US5653388A (en) * 1995-03-08 1997-08-05 Pfleiderer Verkehrstechnik Gmbh & Co. Kg Method and apparatus for constructing a permanent railroad track
US6488215B2 (en) * 2000-09-20 2002-12-03 Pfleiderer Infrastrukturtechnik Gmbh & Co., Kg Two-block concrete railroad tie for a fixed rail carriageway

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2495763A (en) * 2011-10-21 2013-04-24 Oxford Plastic Sys Ltd Railway sleeper having a channel
FR3131927A1 (fr) 2022-01-17 2023-07-21 Urbanloop Module de voie ferree

Also Published As

Publication number Publication date
EP1888843A1 (de) 2008-02-20
DE102005026819A1 (de) 2006-12-28
WO2006131090A1 (de) 2006-12-14
AU2006255330B2 (en) 2009-11-12
RU2007145415A (ru) 2009-06-20
JP2008542595A (ja) 2008-11-27
IL187726A0 (en) 2008-08-07
RU2377361C2 (ru) 2009-12-27
BRPI0611609A2 (pt) 2010-09-21
MX2007014960A (es) 2008-02-15
AU2006255330A1 (en) 2006-12-14
CA2608645A1 (en) 2006-12-14
ZA200709750B (en) 2008-11-26
TW200718830A (en) 2007-05-16
DE102005026819B4 (de) 2010-09-09
UA89528C2 (en) 2010-02-10
AR058425A1 (es) 2008-02-06
NO20080095L (no) 2008-03-10
CN101194071A (zh) 2008-06-04
KR20070116180A (ko) 2007-12-06

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AS Assignment

Owner name: RAIL.ONE GMBH, GERMANY

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNOR:FREUDENSTEIN, DR. STEPHAN;REEL/FRAME:020180/0691

Effective date: 20071106

STCB Information on status: application discontinuation

Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION