BRPI0611609A2 - Fixed track for rail vehicles - Google Patents

Fixed track for rail vehicles Download PDF

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Publication number
BRPI0611609A2
BRPI0611609A2 BRPI0611609A BRPI0611609A2 BR PI0611609 A2 BRPI0611609 A2 BR PI0611609A2 BR PI0611609 A BRPI0611609 A BR PI0611609A BR PI0611609 A2 BRPI0611609 A2 BR PI0611609A2
Authority
BR
Brazil
Prior art keywords
fixed track
concrete
sleepers
fixed
bridge
Prior art date
Application number
Other languages
Portuguese (pt)
Inventor
Stephan Freudenstein
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
Priority to DE200510026819 priority Critical patent/DE102005026819B4/en
Application filed by Rail One Gmbh filed Critical Rail One Gmbh
Priority to PCT/DE2006/000881 priority patent/WO2006131090A1/en
Publication of BRPI0611609A2 publication Critical patent/BRPI0611609A2/en

Links

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

FIXED TRACK FOR TRACKS ON TRACKS. The present invention relates to the fixed track for vehicles on rails with rails attached to sleepers, which are supported by a civil engineering structure constructed of concrete or concrete, whereby sleepers (6) are cast into concrete. (16) of the civil engineering structure or within a protective concrete layer (10), or are placed directly on the construction concrete (16) or protective concrete layer (10).

Description

Report of the Invention Patent for "RAIL TRAIL FIXED TRACK".
The present invention relates to a fixed track for vehicles on rails, with rails attached to sleepers, which are supported by a civil engineering structure constructed of concrete or deconcrete composite.
Fixed runways that pass over a civil engineering structure, for example over a bridge, have so far required relatively large construction costs. The specifications for the constructive configuration of the fixed track require that the sleepers be laid on a permanent track plate. This permanent track plate is placed on a support plate in order to transmit horizontal forces. In turn, the support plate is disposed on a protective concrete plate which at least on one side can be bounded with an edge cover by a bridge construction structure in order to transmit lateral forces of the fixed track to the bridge support structure. In addition, the specifications require that a seal is provided beneath the protective concrete plate. The various layers of a fixed runway of this type on a bridge may have a total thickness of 80 cm or more, so such fixed runners require high construction costs and lead to relatively high costs.
In DE 197 23 587 A1 a civil engineering structure has already been suggested as a bridge with a fixed track, in which the sleepers are arranged in a continuous support rib, or in individual supports arranged in a row. During manufacture, first a support plate of the bridge structure is produced, then, secondly, a second support plate for the fixed raceway is cast. In a separate stage of manufacture the support ribs or the supports are made of the upper support plate, on which they are fixed to the rails. Even though through this construction a certain amount of simplification can already be achieved, as a high expenditure on construction is always required, since the civil engineering structure is constructed by a series of steps which follow one after another. In this case, It is particularly expensive to manufacture the supports or support ribs embodied later.
Therefore, the invention has the problem of indicating a fixed track for vehicles on rails of the type mentioned at the outset, the manufacture of which is simple and thus of more advantageous costs.
According to the invention, for the solution of this problem, in a fixed track of the type mentioned at the outset it is provided that the sleepers should be cast into the construction concrete of the civil engineering structure or into a protective concrete layer, or placed directly on the building concrete or on the protective concrete layer.
According to the invention the runway plate, on which the sleepers are cast, is manufactured simultaneously during the fabrication of the civil engineering structure, unlike in known fixed runways the subsequent production of the runway plate can abolished, so both material and costs are saved.
The invention is based on the recognition that either the concrete deconstruction of the civil engineering structure or an existing deconcrete protective layer on the civil engineering structure can serve simultaneously as a runway plate, because during the production of the construction of the concrete construction. or the protective concrete layer, the sleepers are seated there. Likewise, the sleepers can be placed directly on the building concrete or on the protective concrete layer. Building concrete or the concrete-protecting layer meets all the construction requirements that are made for a track plate for a fixed track. Therefore a separate track plate or a permanent track plate or a separate fabrication step can be dispensed with such that the construction according to the invention is constructed in a particularly simple manner and implies a reduced material consumption. .
It is particularly preferred that the sleepers of the fixed tracks according to the invention are one or several block sleepers. With these types of sleepers all major sleepers are covered. The sleepers blocks are linked together by grid supports, and are fused during the fabrication of the civil engineering structure such that a monolithic fixed track results.
In the case of the fixed track according to claim it may be provided that it has a longitudinal and / or transverse reinforcement. In this case, the position of the reinforcement and the quantity of the reinforcement bars can be optimized, since the existing reinforcement, however, in the civil engineering structure can also be used for the fixed track.
In a civil engineering structure constructed as a bridge, it may be provided that the bridge has at least one edge cover and / or at least one cable channel disposed laterally to the side for receiving lateral forces. Through the edge cover or cable channel forces acting laterally in the direction of the runway are transmitted to the support structure of the civil engineering structure. With this the other complicated construction elements such as supports or support ribs. It is also possible that the civil engineering structure is a foundation plate with foundation.
Provided that the fixed track sleepers according to the invention are cast in a protective concrete layer of a bridge, advantageously this protective concrete layer can simultaneously act as a bridge seal such that, additional sealing of the bridge deck can be dispensed with.
It is also possible to use the fixed track according to the invention in a tunnel construction, where the sleepers are cast directly into a leveling concrete layer. Since in this case an additional separately manufactured track plate can also be dispensed with, the required inside diameter of the tunnel tubes is smaller.
Further advantages and features of the invention will be clarified with the aid of embodiments with reference to the figures. The figures are schematic representations and show:
Fig. 1 is a first example of a fixed runway according to the invention on a bridge construction structure in perspective view;
Figure 2 shows a second example of a fixed runway according to the invention in which the sleepers are cast in a protective concrete layer;
Figure 3 is an enlarged cut-out of the fixed track of Figure 2, with a protective concrete layer represented only partially;
Figure 4 shows a third embodiment of the invention with a fixed track in a tunnel; and
Figure 5 shows a fourth embodiment of the invention.
Figure 1 shows a sectional perspective view of a bridge construction 1 with a fixed track 2. The fixed track 2 is integrally constructed with the support construction 3 of the bridge building structure 1. On both sides of the fixed track 2 are cable channels 4 and edge caps 5. Cable channels 4 and edge caps 5 serve for the transmission of side forces of the fixed track 2 for support construction 3.
Fixed lane 2 comprises two-block sleepers 6, which support the rails 7. In the embodiment shown, the finger sleepers blocks 6 are cast directly into the supporting construction building concrete 3, a separate permanent track plate or placade. Track is not available. In the cutting plane, bars of a longitudinal reinforcement 8 can be recognized, additionally there are available reinforcing bars placed transversely therein which form a transverse reinforcement.
Figure 2 shows a second example of execution, whereby those components which coincide with the components of the first example of execution are assigned the same reference numerals. Unlike the first example of execution, in the bridging structure 9 shown in figure 2, the sleepers 6 are cast in a protective concrete layer 10 which is placed on a supporting construction 11 of the bridge construction 9. For the manufacture of the bridge construction 9 the first construction is produced 11, then the cable channels 4 and the edge caps 5 are assembled. The sleepers 6 are placed in the free-space between the cable channels 4 or the edge caps 5, and are positioned exactly . Likewise, the reinforcement 8 is placed. The fabrication of the protective concrete layer 10 occurs through the casting with concrete. The protective concrete layer 10 can also serve as a bridge seal.
Figure 3 shows an enlarged cutout of the fixed track shown in Figure 2 with a protective concrete layer only partially shown.
Figure 3 shows the sleepers of two blocks 6 before the foundry. Respectively, two sleepers blocks 12, 13 are connected to each other by grid supports 14, which also serve as transverse reinforcement. Between the grid supports 14 there are other reinforcing bars 15 in the transverse direction, as well as the longitudinal reinforcing bars 8. After the positioning and adjustment of the sleepers 6 and the reinforcement occurs, such that only the upper areas16 of the two-block sleepers 6 still protrude out of the concrete bed.
Figure 4 shows a cross-sectional view of a third example of running a fixed track in a tunnel. The two block sleepers 6 are cast directly into the tunnel construction concrete 16, i.e. the fixed track 17 is integrally connected with the tunnel construction concrete 16. In the cutting plane the longitudinal reinforcement bars 18 are visible. Since there are no additional or separate runway plates, the tunnel diameter can be kept small.
During the manufacture of the fixed track 17 in the tunnel, the finger numb blocks 6 are first positioned and adjusted, then the casting with building concrete 16 runs.
Figure 5 shows another example of running a fixed track in a tunnel.
Unlike the embodiment example shown in Figure 4, there is a leveling concrete layer 19 in which sleepers 6 are accommodated. Below the leveling concrete layer 19 is a circular segment shaped concrete layer 20. In this way the forces that arise during the fixed track operation are translated directly into the base of the tunnel.

Claims (8)

1. Fixed track for vehicles on rails with superbly fixed rails, which are supported by a concrete or concrete composite civil engineering structure, characterized in that the sleepers (6) are cast into the building concrete (16) of the civil engineering structure either within a protective concrete layer (10), or are placed directly on the construction concrete (16) or protective concrete layer (10).
Fixed track according to Claim 1, characterized in that the sleepers (6) are single or multiple block sleepers.
Fixed track according to claim 1 or 2, characterized in that it has a longitudinal and / or transverse reinforcement (8, 18).
Fixed track according to one of the preceding claims, characterized in that the building structure is a bridge (1, 9) or a concrete slab with foundation.
Fixed track according to Claim 4, characterized in that the bridge has at least one edge cap (5) and / or at least one cable channel (4) disposed laterally next to the ribs. (6) for receiving lateral forces.
Fixed track according to claim 4 or 5, characterized in that the eventually existing protective concrete layer (10) serves as a bridge seal.
Fixed track according to one of Claims 1 to 3, characterized in that the building structure is a tunnel.
A fixed track according to claim 7, characterized by the fact that the sleepers are cast into a leveling concrete layer (19).
BRPI0611609 2005-06-09 2006-05-22 Fixed track for rail vehicles BRPI0611609A2 (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
BRPI0611609A2 true BRPI0611609A2 (en) 2010-09-21

Family

ID=36693678

Family Applications (1)

Application Number Title Priority Date Filing Date
BRPI0611609 BRPI0611609A2 (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)

Families Citing this family (10)

* 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
JP5112369B2 (en) * 2009-03-23 2013-01-09 公益財団法人鉄道総合技術研究所 Bolt-type slip prevention method used for composite structuring of existing steel railway bridge and concrete slab.
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

Family Cites Families (12)

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

Also Published As

Publication number Publication date
CN101194071A (en) 2008-06-04
KR20070116180A (en) 2007-12-06
CA2608645A1 (en) 2006-12-14
AU2006255330A1 (en) 2006-12-14
ZA200709750B (en) 2008-11-26
DE102005026819B4 (en) 2010-09-09
UA89528C2 (en) 2010-02-10
AR058425A1 (en) 2008-02-06
IL187726D0 (en) 2008-08-07
WO2006131090A1 (en) 2006-12-14
NO20080095L (en) 2008-03-10
MX2007014960A (en) 2008-02-15
DE102005026819A1 (en) 2006-12-28
US20080315002A1 (en) 2008-12-25
EP1888843A1 (en) 2008-02-20
RU2377361C2 (en) 2009-12-27
RU2007145415A (en) 2009-06-20
TW200718830A (en) 2007-05-16
AU2006255330B2 (en) 2009-11-12
JP2008542595A (en) 2008-11-27

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B08K Lapse as no evidence of payment of the annual fee has been furnished to inpi (acc. art. 87)

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