EP1867786B1 - Pont ferroviaire et système de réception pour rails - Google Patents

Pont ferroviaire et système de réception pour rails Download PDF

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Publication number
EP1867786B1
EP1867786B1 EP07009457A EP07009457A EP1867786B1 EP 1867786 B1 EP1867786 B1 EP 1867786B1 EP 07009457 A EP07009457 A EP 07009457A EP 07009457 A EP07009457 A EP 07009457A EP 1867786 B1 EP1867786 B1 EP 1867786B1
Authority
EP
European Patent Office
Prior art keywords
bridge
steel
cross beam
carriers
sleepers
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.)
Active
Application number
EP07009457A
Other languages
German (de)
English (en)
Other versions
EP1867786A3 (fr
EP1867786A2 (fr
Inventor
Dirk Dennig
Karl-Heinz Feldhaus
Heinz-Jürgen Hardick
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.)
ThyssenKrupp GfT Gleistechnik GmbH
Original Assignee
ThyssenKrupp GfT Gleistechnik GmbH
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Publication date
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Publication of EP1867786A2 publication Critical patent/EP1867786A2/fr
Publication of EP1867786A3 publication Critical patent/EP1867786A3/fr
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Publication of EP1867786B1 publication Critical patent/EP1867786B1/fr
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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
    • 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
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2101/00—Material constitution of bridges
    • E01D2101/30—Metal

Definitions

  • the invention relates to a railway bridge according to the preamble of claim 1, with carriers and arranged transversely to the support longitudinal direction, in particular I-shaped steel sleepers, which are provided for receiving rails, wherein between the supports and the steel sleepers at least one, a threshold shoe receiving base plate and at least one provided in the region of the threshold shoe intermediate plate is arranged and the steel sleepers are provided in secured form with respect to the carriers.
  • the invention also relates to a receiving system for rails according to the preamble of claim 5.
  • a steel railway bridge has become known, with carriers and arranged transversely to the longitudinal direction of the carrier, in particular I-shaped steel bridge sleepers, which are provided for receiving the rails and connected to the carriers.
  • I-shaped steel bridge sleepers Between the supports and the steel bridge sleepers at least one, a threshold shoe receiving base plate and at least one provided in the region of the threshold shoe intermediate plate is arranged.
  • the steel bridge sleepers are provided in secured form opposite the girders.
  • In the area of the steel bridge sleepers sheets are arranged, over which the steel bridge sleepers opposite the carriers can be fixed.
  • At least one sheet designed as a front sheet extends between the top and bottom chords of the steel bridge sleeper and is in operative connection with a securing sheet which can be fixed in the region of the supports.
  • a disadvantage of this prior art is that here no sufficient adhesion in the connection area between steel sleepers and straps can be made and the steel sleepers are difficult to assemble on site. This with regard to alignment and drilling work to be performed. That in the DE-A 101 24 842 shown system is not economically producible for this reason.
  • the aim of the subject invention is that in the DE-A 101 24 842 described railway bridge, respectively, the recording system for rails to improve to the effect that on site a lighter installation and an optimized adhesion is possible and thus a better economy can be generated.
  • connection region between the respective steel sleeper and the associated support area is formed by a plurality of steel sill provided vertically extending plates and thus operatively connected cross bar, wherein the respective steel sleeper either at least one carrier side existing bridge angle by screwing or at lack of bridge angle can be fixed to the carrier via a clamping angle system.
  • connection region between the respective steel sleeper and the associated support area is formed by a plurality of steel sill side provided, vertically extending sheets and standing in operative connection cross bar.
  • the receiving system according to the invention is suitable for installation in a railway bridge, wherein the respective steel sleeper can be fixed to the carrier either on at least one carrier side existing bridge angle by screwing or missing bridge angle via a clamping angle system.
  • bridge bridges are already provided during reconstruction of railway bridges to which previously wooden sleepers were attached, so that these bridge angles can be easily reused and brought into operative connection with the cross bar.
  • the crossbars can already be provided in the factory with tailor-made through-holes in their end regions, so that corresponding through-holes can be made in the metal sheets by grains of the underlying vertically extending metal sheets and removal of the crossbars. Since the vertical leg of the bridge angle is already equipped with an existing through-hole, the transverse bar then lying in front can be drilled analogously and drilled accordingly.
  • a clamping angle system is used, in which carrier side, for example, a centering bar is provided which receives an angled portion of a clamping shoe, as needed, the threshold shoe, and is fixed relative to a carrier by a screw.
  • FIG. 1 shows a section through a steel railway bridge 1, including a receiving system 1 'for rails 2.
  • the railway bridge 1 includes steel beams 3, which are designed as double T-beam and run in the longitudinal direction of the railway bridge 1.
  • the respective carrier 3 is in operative connection with steel (bridge) sleepers 4.
  • the present example represents an already existing steel railway bridge 1, wherein worn, wooden bridges are to be replaced by steel sleepers 4.
  • the respective steel sleeper 4 is likewise designed as a double T-beam with upper flange 5 and lower flange 6.
  • the respective steel sleeper 4 has two vertically and mutually parallel spaced plates 7, 8 which are connected to the straps 5, 6, for example by welding, are firmly connected.
  • the respective steel sleeper 4 is already factory-equipped with the sheets 7.8.
  • the respective steel sleeper 4 Before generating the connection between upper flange 15 and bridge angle 9, the respective steel sleeper 4 is positioned in front of the bridge angles 9 and generates a corresponding marking on the surface of the transverse bar 10 through the existing hole, so that a suitable through hole can also be produced here via which then a connection between the bridge angle 9 and cross bar 10 can be brought by screw 17.
  • a clamping angle system 18 is used in this example, which in this example is formed by a centering strip 19 extending along the upper flange 15, a clamping shoe 20 and a further screw 21.
  • FIG. 2 shows the crossbar 10 in different views.
  • the transverse bar 10 includes a rectangular profile of predeterminable material thickness and is provided in its end regions 10 ', 10 "with precisely fitting through holes 11 which have already been provided at the factory FIG. 1 addressed Through hole 22, which serves to receive the screw 17 (not shown here) is generated on site.
  • FIG. 3 shows a variant of a threshold shoe component 23 in different views, as it can be installed, for example, in the lower flange 6 of the steel rail 4. Visible is a height intermediate plate 24, the actual threshold shoe 25, which has angled lugs 26 and a base plate 27. The height intermediate plate 24 and the base plate 27 are provided with profiles 28,29.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Train Traffic Observation, Control, And Security (AREA)
  • Railway Tracks (AREA)

Claims (8)

  1. Pont ferroviaire comprenant des supports (3) et des traverses en acier (4) notamment sous forme de I et disposées sur ceux-ci transversalement à la direction longitudinale des supports, lesquelles traverses sont prévues pour recevoir des rails (2), au moins une plaque d'assise (27) recevant un chausson (25) ainsi qu'au moins une plaque d'écartement (24) prévue au niveau du chausson étant disposées entre les supports (3) et les traverses en acier (4) et les traverses en acier (4) étant prévues sous forme fixée par rapport aux supports (3), caractérisé en ce que la zone de liaison entre la traverse en acier respective (4) et la partie de support associée est formée par plusieurs tôles (7, 8) s'étendant verticalement et prévues du côté des traverses en acier et par des entretoises (10) reliées activement aux tôles, la traverse en acier (4) respective étant susceptible d'être fixée soit à au moins un angle de pont (9) présent du côté des supports par vissage (13) soit au support (3) par un système d'angle de fixation (18) s'il n'y a pas d'angle de pont.
  2. Pont ferroviaire selon la revendication 1, caractérisé en ce que l'entretoise (10) respective est déjà munie des forures de passage (11) exactement à la mesure de sorte que sur place il faut seulement réaliser des forures correspondantes dans les tôles (7, 8) et relier les entretoises (10) et les tôles (7, 8) par vissage (13).
  3. Pont ferroviaire selon la revendication 1 ou 2, caractérisé en ce qu'après avoir relié les tôles (7, 8) à l'entretoise (10) on peut relier la dernière au côté vertical de l'angle de pont (9) en forant des trous de passage et par vissage (17).
  4. Pont ferroviaire selon l'une des revendications 1 à 3, caractérisé en ce que la section transversale de l'entretoise (10) respective a environ une forme rectangulaire et en état monté les parties d'extrémité latérales (10', 10") de l'entretoise se raccordent de manière essentiellement affleurée aux tôles (7, 8).
  5. Système de réception des rails (2) comprenant des supports (3) s'étendant dans la direction longitudinale ainsi que des traverses en acier (4) reliées à ceux-ci et s'étendant transversalement par rapport à ceux-ci, au moins une plaque d'assise (27) recevant un chausson (25) ainsi qu'au moins une plaque d'écartement (24) prévue au niveau du chausson étant disposées entre les supports (3) et les traverses en acier (4) et les traverses en acier (4) étant prévues sous forme fixée par rapport aux supports (3), caractérisé en ce que la zone de liaison entre la traverse en acier respective (4) et la partie de support associée est formée par plusieurs tôles (7, 8) s'étendant verticalement et prévues du côté des traverses en acier et par une entretoise (10) reliée activement aux tôles.
  6. Système de réception selon la revendication 5, caractérisé en ce que l'entretoise (10) respective est déjà munie des forures de passage (11) exactement à la mesure de sorte que sur place il faut seulement réaliser des forures correspondantes dans les tôles (7, 8) et relier les entretoises (10) et les tôles (7, 8) par vissage (13).
  7. Système de réception selon la revendication 5 ou 6, caractérisé en ce que la section transversale de l'entretoise (10) respective a environ une forme rectangulaire et en état monté les parties d'extrémité latérales (10', 10") de l'entretoise se raccordent de manière essentiellement affleurée aux tôles (7, 8).
  8. Système de réception selon l'une des revendications 5 à 7 qui est prévu pour être monté dans un pont ferroviaire (1), la traverse en acier (4) respective étant susceptible d'être fixée soit à au moins un angle de pont (9) présent du côté des supports par vissage (13) soit au support (3) par un système d'angle de fixation (18) s'il n'y a pas d'angle de pont.
EP07009457A 2006-06-14 2007-05-11 Pont ferroviaire et système de réception pour rails Active EP1867786B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102006027547A DE102006027547B3 (de) 2006-06-14 2006-06-14 Eisenbahnbrücke sowie Aufnahmesystem für Schienen

Publications (3)

Publication Number Publication Date
EP1867786A2 EP1867786A2 (fr) 2007-12-19
EP1867786A3 EP1867786A3 (fr) 2008-08-20
EP1867786B1 true EP1867786B1 (fr) 2010-07-07

Family

ID=38282489

Family Applications (1)

Application Number Title Priority Date Filing Date
EP07009457A Active EP1867786B1 (fr) 2006-06-14 2007-05-11 Pont ferroviaire et système de réception pour rails

Country Status (3)

Country Link
EP (1) EP1867786B1 (fr)
AT (1) ATE473323T1 (fr)
DE (2) DE102006027547B3 (fr)

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4237498C1 (de) * 1992-11-06 1994-02-24 Preussag Stahl Ag Gleisbrücke
DE4328185C1 (de) * 1993-08-21 1994-12-08 Krupp Hoesch International Gmb Brückenbalken mit einer Befestigung an Träger einer Stahl-Eisenbahnbrücke
DE19813258C1 (de) * 1998-03-26 1999-05-27 Krupp Ag Hoesch Krupp Stählerne Eisenbahnbrücke mit Trägern und darauf angeordneten Brückenbalken
JP2001011819A (ja) * 1999-06-30 2001-01-16 Bando Chem Ind Ltd まくらぎ弾性支持装置及び該装置を用いたまくらぎ弾性支持構造
DE10124842B4 (de) * 2001-05-22 2005-08-04 Thyssen Krupp Materials & Services Ag Stählerne Eisenbahnbrücke sowie Aufnahmesystem für Schienen

Also Published As

Publication number Publication date
ATE473323T1 (de) 2010-07-15
DE102006027547B3 (de) 2007-08-09
EP1867786A3 (fr) 2008-08-20
EP1867786A2 (fr) 2007-12-19
DE502007004303D1 (de) 2010-08-19

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