JP2008542595A - Fixed track for rail vehicles - Google Patents

Fixed track for rail vehicles Download PDF

Info

Publication number
JP2008542595A
JP2008542595A JP2008515039A JP2008515039A JP2008542595A JP 2008542595 A JP2008542595 A JP 2008542595A JP 2008515039 A JP2008515039 A JP 2008515039A JP 2008515039 A JP2008515039 A JP 2008515039A JP 2008542595 A JP2008542595 A JP 2008542595A
Authority
JP
Japan
Prior art keywords
concrete
fixed
sleeper
fixed road
bridge
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.)
Pending
Application number
JP2008515039A
Other languages
Japanese (ja)
Inventor
フロイデンスタイン ステファン
Original Assignee
レール ワン ゲーエムベーハー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
Priority to DE200510026819 priority Critical patent/DE102005026819B4/en
Application filed by レール ワン ゲーエムベーハーRAIL.ONE GmbH filed Critical レール ワン ゲーエムベーハーRAIL.ONE GmbH
Priority to PCT/DE2006/000881 priority patent/WO2006131090A1/en
Publication of JP2008542595A publication Critical patent/JP2008542595A/en
Pending legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/12Grating or flooring for bridges; Fastening railway sleepers or tracks to bridges
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B1/00Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
    • E01B1/002Ballastless track, e.g. concrete slab trackway, or with asphalt layers
    • E01B1/004Ballastless track, e.g. concrete slab trackway, or with asphalt layers with prefabricated elements embedded in fresh concrete or asphalt
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B2/00General structure of permanent way
    • E01B2/003Arrangement of tracks on bridges or in tunnels

Abstract

In a fixed road for rail vehicles, which is supported by a civil structure with a concrete structure or a concrete structure and is fixed to the sleeper, the sleeper (6) is a construction concrete (16) or a protective concrete layer ( Fixed roadway embedded in 10) and cast in concrete, or placed directly on constructed concrete (16) or protective concrete layer (10).

Description

  The present invention relates to a fixed roadway for a track vehicle that includes a rail that is supported by a civil structure of a concrete structure or a concrete composite structure and that is fixed to a sleeper.
DE19723587A1
  The construction of a fixed roadway laid on a civil engineering building such as a bridge conventionally requires a relatively large amount of work. The legislation on architectural design of fixed roads requires sleepers to be provided on the superstructure. This superstructure board is placed on a raised board for transmitting horizontal forces. This raised plate is further provided on the protective concrete plate. At least one side of the protective concrete plate is in contact with the edge of the brim of the bridge structure in order to transmit the lateral force from the fixed roadway to the bridge support. Furthermore, the legislation requires that an insulating layer be present under the protective concrete board. Due to the presence of various layers on the fixed road of such a bridge, the total thickness of the fixed road may be 80 cm or more. Therefore, such a fixed road requires troublesome construction work. The construction cost will be relatively high.
  Patent Document 1 has already proposed a civil engineering building such as a bridge made of a fixed roadway in which a sleeper is provided on a penetrating support rib or individual ridges arranged in a row. In the construction, first, a floor board of a bridge civil engineering building is manufactured, and then a second fixed road floor board is placed on the concrete. In a separate work process, support ribs or ridges are placed on the upper floorboard. The sleepers for the rails are fixed to these support ribs or ridges. This structure can achieve a certain simplification, but such civil engineering buildings will still require a great deal of construction cost, as long as they must be constructed on site.
  SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to propose a fixed road for a track vehicle in the manner described at the beginning so that the construction procedure is simple and the construction cost can be reduced.
  In order to solve this problem, according to the present invention, a sleeper is embedded in a construction concrete or a protective concrete layer of a civil engineering building and is cast in concrete, or is constructed concrete or It is proposed to be placed directly on the protective concrete layer.
  According to the present invention, the fixed roadway in which sleepers are cast is constructed simultaneously with the construction of the civil engineering building. Unlike the known fixed roadway, the process of installing the roadway floor plate later is omitted, so the material is reduced and the construction cost is also reduced.
  In the present invention, the underlying recognition is that the construction concrete of civil engineering buildings or the protective concrete layer present in civil engineering buildings can simultaneously function as roadway floor boards. The sleepers can also be placed on a layer of construction concrete or protective concrete. In that way, the constructed concrete or protective concrete layer will meet all the structural requirements for a fixed roadway deck. Thus, the structure of the present invention is particularly simple to build and results in savings in material consumption, since another roadway floor or superstructure board or another work step can be omitted.
  It is particularly preferred that the fixed road sleepers of the present invention be monoblock or multi-block sleepers. Most of the sleepers used in the fixed roadway of the present invention are of these types. The sleeper blocks are connected to each other via lattice beams, and concrete is placed at the same time as the construction of the civil engineering building, so a monolithic fixed roadway is born.
  The fixed roadway of this invention can be comprised so that it may have a reinforcing member of the vertical direction or horizontal direction, or those both directions. The positions of these reinforcing members and the number of reinforcing bars can be optimized because the reinforcing members conventionally used in civil engineering buildings can also be used for fixed roadways.
  In the case of civil engineering structures constructed as bridges, the bridge can be structured with at least one edge brim and / or cable groove provided on the side of the sleeper to absorb lateral forces. The force acting in the lateral direction of the roadway is transmitted to the support structure of the civil engineering building through the edge side collar or cable groove. Thereby, extra complicated components such as ridges or support ribs can be omitted. This civil engineering building can also be a concrete floor board with a foundation.
  Since the sleeper of the fixed roadway of the present invention is embedded in the concrete protection layer of the bridge and cast concrete, this protective concrete layer can also function as a bridge seal layer at the same time, so the addition of the bridge deck The insulating layer can be omitted.
  The fixed roadway of the present invention can also be used in civil engineering buildings constructed as tunnels, and these sleepers are cast directly into a layer of balance concrete or compensation concrete. Even in this case, a separately manufactured roadway floor plate with additional sleepers can be omitted, so that the required inner diameter of the tunnel hole is reduced.
Other advantages and details of the invention are explained by way of example with reference to the drawings. The drawings are conceptual diagrams and are as follows.
FIG. 1 is a first embodiment of a perspective view of a fixed roadway of the present invention mounted on a bridge structure.
FIG. 2 A second embodiment of the fixed roadway of the present invention in which sleepers are cast into a protective concrete layer. 3 is an enlarged cutaway view of only a portion of the fixed roadway of FIG. 2 having a protective concrete layer.
FIG. 4 shows a third embodiment of the present invention having a fixed roadway laid in the tunnel.
FIG. 5 shows a fourth embodiment of the present invention.
  FIG. 1 shows a perspective cut-away view of a bridge structure 1 having a fixed roadway 2. The fixed road 2 is formed integrally with the support structure 3 of the bridge structure 1. Cable grooves 4 and edge side flanges 5 are provided on both sides of the fixed carriageway 2. The cable groove 4 and the edge collar 5 serve to transmit the lateral force from the fixed road 2 to the support structure 3.
  The fixed road 2 includes a two-block sleeper 6 that supports a rail 7. In the embodiment shown, the sleeper 6 is embedded directly in the building concrete of the support structure 3 and is cast into the concrete. There is no separate upper floor or roadway floor. The reinforcing bars of the longitudinal reinforcing member 8 are visible on the cut surface. In addition, there are lateral reinforcing bars laid across the rebar.
  FIG. 2 shows a second embodiment. The components of the second embodiment that match the components of the first embodiment have the same figure number.
  Unlike the first embodiment, in the bridge structure 9 shown in the second embodiment, sleepers 6 are embedded, and a protective concrete layer 10 on which concrete is placed is provided on the support structure 11 of the bridge structure 9. In producing the bridge structure 9, the support structure 11 is first installed. Next, the cable groove 4 and the edge side collar 5 are assembled. The sleepers 6 are inserted into the pan-like spaces between the cable grooves 4 or the edge flanges 5 and are positioned accurately. A reinforcing member 8 is also provided. The production of the protective concrete layer 10 is performed by pouring concrete. The protective concrete layer 10 also serves as a bridge insulating layer.
  FIG. 3 shows an enlarged cutaway view including only a part of the protective concrete layer on the fixed road shown in FIG.
  FIG. 3 shows a two-block sleeper 6 before casting. The two sleeper blocks 12, 13 are connected to each other via a lattice beam 14, which also serves as a lateral reinforcing member. Another reinforcing bar 15 is disposed between the lattice beams 14 in the lateral direction. A longitudinal reinforcing member 8 is also arranged. After positioning and positioning of the sleeper 6 and the reinforcing member, concrete injection is performed so that only the upper part 16 of the two-block sleeper 6 protrudes from the concrete layer.
 FIG. 4 shows a cutaway view of a third embodiment of a fixed road constructed in a tunnel. The two-block sleeper 6 is directly embedded in the built concrete 16 in the tunnel and placed in the concrete. That is, the fixed road 17 is integrally coupled to the tunnel construction concrete 16. In this cut view, the reinforcing bars of the reinforcing members 18 in the vertical direction are visible. Since there are no additional or separate fixed roadway floor plates, the tunnel cross-sectional diameter can be kept small.
In laying the fixed roadway 17 in the tunnel, first, the two-block sleeper 6 is positioned, the position is adjusted, and then the construction concrete 16 in the tunnel is injected.
  FIG. 5 shows another embodiment of a fixed roadway in a tunnel.
  In this embodiment, unlike the embodiment shown in FIG. 4, there is a balanced concrete layer 19 in which the sleepers 6 are embedded. Under this balanced concrete layer 19, there is a circular piece-like concrete layer 20. With this structure, the force generated when a fixed roadway is used is directly guided to the tunnel base.
1st Example by the perspective view of the fixed roadway of this invention mounted on a bridge structure. The 2nd Example of the fixed roadway of this invention by which the sleeper is cast by the protective concrete layer. FIG. 3 is an enlarged cutaway view of only a portion of the fixed roadway of FIG. 2 having a protective concrete layer. A third embodiment of the present invention having a fixed roadway laid in a tunnel. 4 shows a fourth embodiment of the present invention.
Explanation of symbols
DESCRIPTION OF SYMBOLS 1 Bridge structure 2 Fixed roadway 3 Support structure 4 Cable groove 5 Edge side collar 6 Sleeper 7 Rail 8 Reinforcement member 9 Bridge structure 10 Protective concrete 11 Support structure 12, 13 Sleeper block 14 Grid beam 15 Reinforcement reinforcing bar 16 Block upper part ( (Fig. 3)
16 Construction concrete in tunnel 17 Fixed road

Claims (8)

  1. In a fixed road for rail vehicles, which is supported by a civil structure with a concrete structure or a concrete structure and is fixed to the sleeper, the sleeper (6) is a construction concrete (16) or a protective concrete layer ( A fixed road for track vehicles, characterized in that it is embedded in 10) and cast in concrete, or placed directly on a constructed concrete (16) or protective concrete layer (10).
  2. Fixed road for fixed track vehicles according to claim 1, characterized in that the sleepers (6) are monoblock or multi-block sleepers.
  3. 3. A fixed road for track vehicles according to claim 1 or 2, characterized in that the fixed roads have reinforcing members (8, 18) in the vertical direction, the horizontal direction or both directions.
  4. A fixed road for a rail vehicle according to any one of the preceding claims, characterized in that the civil engineering building is a bridge (1, 9) or a concrete floor board having a foundation.
  5. 5. A fixed road as claimed in claim 4, wherein the bridge has at least one edge flange (5) and / or a cable groove (4) provided on the side of the sleeper (6) for absorbing lateral forces. A fixed road for track vehicles, comprising:
  6. A fixed road for a rail vehicle according to claim 4 or 5, characterized in that the protective concrete layer (10) present in some cases also functions as a bridge insulating layer.
  7. The fixed road for a rail vehicle according to any one of claims 1 to 3, wherein the civil engineering building is a tunnel.
  8.   8. A fixed road for track vehicles according to claim 7, characterized in that the sleepers are embedded in balance concrete or compensation concrete (19) and are cast concrete.
JP2008515039A 2005-06-09 2006-05-22 Fixed track for rail vehicles Pending JP2008542595A (en)

Priority Applications (2)

Application Number Priority Date Filing Date Title
DE200510026819 DE102005026819B4 (en) 2005-06-09 2005-06-09 Fixed carriageway for rail vehicles
PCT/DE2006/000881 WO2006131090A1 (en) 2005-06-09 2006-05-22 Ballastless track for rail vehicles

Publications (1)

Publication Number Publication Date
JP2008542595A true JP2008542595A (en) 2008-11-27

Family

ID=36693678

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2008515039A Pending JP2008542595A (en) 2005-06-09 2006-05-22 Fixed track for rail vehicles

Country Status (18)

Country Link
US (1) US20080315002A1 (en)
EP (1) EP1888843A1 (en)
JP (1) JP2008542595A (en)
KR (1) KR20070116180A (en)
CN (1) CN101194071A (en)
AR (1) AR058425A1 (en)
AU (1) AU2006255330B2 (en)
BR (1) BRPI0611609A2 (en)
CA (1) CA2608645A1 (en)
DE (1) DE102005026819B4 (en)
IL (1) IL187726D0 (en)
MX (1) MX2007014960A (en)
NO (1) NO20080095L (en)
RU (1) RU2377361C2 (en)
TW (1) TW200718830A (en)
UA (1) UA89528C2 (en)
WO (1) WO2006131090A1 (en)
ZA (1) ZA200709750B (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010222800A (en) * 2009-03-23 2010-10-07 Railway Technical Res Inst Bolt-type slip preventing method used for composite structurization of existing steel railway bridge and concrete floor slab

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100857894B1 (en) * 2008-02-12 2008-09-10 한국철도기술연구원 Slab structure for bridge applied to track vehicles
FR2938273B1 (en) * 2008-11-10 2010-12-24 Alstom Transport Sa Fixed track superstructure without ballast and construction method
KR101048343B1 (en) * 2009-04-20 2011-07-14 박정규 Railway bridge
CN101838967B (en) * 2009-12-30 2011-07-27 中铁八局集团有限公司 Construction technology of ballast bed of bridge double-block ballastless track
GB2495763A (en) * 2011-10-21 2013-04-24 Oxford Plastic Sys Ltd Railway sleeper having a channel
CN102943436B (en) * 2012-12-07 2015-04-01 湖南大学 Steel-ultra-high performance concrete combined bridge deck structure with shearing resisting structure and construction method thereof
CN103711046A (en) * 2013-12-27 2014-04-09 上海建工二建集团有限公司 Crane track foundation
CN104652270B (en) * 2015-02-11 2016-08-24 上海市政工程设计研究总院(集团)有限公司 A kind of deck paving method of orthotropic plate
RU2684159C1 (en) * 2018-05-30 2019-04-04 Открытое Акционерное Общество "Российские Железные Дороги" System for laying cable communications on the run for a ballast-free railway track

Citations (2)

* 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
JP2004324287A (en) * 2003-04-25 2004-11-18 Odakyu Construction Co Ltd Structure and method for laying floating ladder track on steel bridge

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2204198A5 (en) * 1972-10-24 1974-05-17 Bernard Raoul
DE3144558C2 (en) * 1981-11-10 1990-04-05 Ed. Zueblin Ag, 7000 Stuttgart, De
DE4415574A1 (en) * 1994-03-21 1995-12-07 Wayss & Freytag Ag Solid track for rail vehicle
DE4415363C1 (en) * 1994-05-02 1995-09-28 Walter Bau Ag A permanent way superstructure for railways, especially for bridges and processes for its manufacture
DE19508107C1 (en) * 1995-03-08 1996-11-14 Pfleiderer Verkehrstechnik Method and device for building a fixed rail track
DE19723587C2 (en) * 1997-06-05 1999-11-25 Wayss & Freytag Ag Solid track for rail-bound traffic, which is supported by an artificial structure made of concrete or composite concrete
DE19952803C2 (en) * 1999-11-02 2002-01-24 Heitkamp Deilmann Haniel Gmbh Superstructure for rail-bound public transport vehicles and method and device for its manufacture
DE10046479B4 (en) * 2000-09-20 2004-05-27 Pfleiderer Infrastrukturtechnik Gmbh & Co. Kg Two-block concrete sleeper for fixed rail tracks
DE10236534B3 (en) * 2002-08-09 2004-05-27 Pfleiderer Infrastrukturtechnik Gmbh & Co. Kg Ballast-free track for manmade structures such as bridges comprises a tube divided in the separating plane between a support plate and a track plate and having sections connected by a filling allowing limited displacement of the track plate
DE10236535B4 (en) * 2002-08-09 2004-08-05 Pfleiderer Infrastrukturtechnik Gmbh & Co. Kg Process for the production of a slab track with the traverse method on bridges and other art structures

Patent Citations (2)

* 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
JP2004324287A (en) * 2003-04-25 2004-11-18 Odakyu Construction Co Ltd Structure and method for laying floating ladder track on steel bridge

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010222800A (en) * 2009-03-23 2010-10-07 Railway Technical Res Inst Bolt-type slip preventing method used for composite structurization of existing steel railway bridge and concrete floor slab

Also Published As

Publication number Publication date
AU2006255330B2 (en) 2009-11-12
CN101194071A (en) 2008-06-04
AU2006255330A1 (en) 2006-12-14
WO2006131090A1 (en) 2006-12-14
MX2007014960A (en) 2008-02-15
KR20070116180A (en) 2007-12-06
ZA200709750B (en) 2008-11-26
US20080315002A1 (en) 2008-12-25
BRPI0611609A2 (en) 2010-09-21
NO20080095L (en) 2008-03-10
AR058425A1 (en) 2008-02-06
IL187726D0 (en) 2008-08-07
RU2007145415A (en) 2009-06-20
EP1888843A1 (en) 2008-02-20
DE102005026819A1 (en) 2006-12-28
RU2377361C2 (en) 2009-12-27
TW200718830A (en) 2007-05-16
UA89528C2 (en) 2010-02-10
CA2608645A1 (en) 2006-12-14
DE102005026819B4 (en) 2010-09-09

Similar Documents

Publication Publication Date Title
US9574346B2 (en) Modular slab and modular surface system
KR102011811B1 (en) Method for Producing a Slab Trackway
US6988337B1 (en) Means and method for constructing a fully precast top arch overfilled system
JP2004124617A (en) Bearing replacement method for existing bearing device, and bearing device
Michas Slab track systems for high-speed railways.
EP0170631A2 (en) Components for railway lines on pre-fabricated reinforced concrete slabs without ballast
JP2003519307A (en) Prestressed module retaining wall system and method
KR101293285B1 (en) Fixed running track on a bridge structure
PL204349B1 (en) Method for the continuous laying of a rail on a rigid track, in addition to an alignment device and a rigid track
KR20060124101A (en) Precast slab track system and it's construction method
KR101507523B1 (en) Slab track structure for railway with lattice approach block, and construction method for the same
US7641127B2 (en) Making fixed railway track
KR20110089991A (en) Vibration-proof track for railroads and this construction technique
JP3443739B2 (en) Foundation construction method, footing foundation and foundation structure of elevated traffic route
KR101107826B1 (en) Slab-type box girder made by precast concrete and method constructing the bridge therewith
KR20100138122A (en) Base of arch rigid frame structure including composite covering arch structure and constructing method thereof
RU2353724C1 (en) Concrete roadway for rail vehicles
JP3327191B2 (en) Underground structure and its construction method
KR101258807B1 (en) Tunnel installation method and tunnel installation structure of crossing railroad
JP5266291B2 (en) Construction method of bridge deck and joint structure of precast deck
US8910336B2 (en) Upper structure for bridge
AU2006255330B2 (en) Ballastless track for rail vehicles
KR100454405B1 (en) Method for changing steel bridge of supporting rail into concreat bridge
JP5051598B2 (en) Construction method of steel / concrete composite deck using precast concrete board
CN105525541A (en) Novel prefabricated plate type damping track structure for rail traffic

Legal Events

Date Code Title Description
A977 Report on retrieval

Effective date: 20091020

Free format text: JAPANESE INTERMEDIATE CODE: A971007

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20100330

A02 Decision of refusal

Free format text: JAPANESE INTERMEDIATE CODE: A02

Effective date: 20100914