EP1867786B1 - Railway bridge and rail system - Google Patents

Railway bridge and rail system 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
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EP
European Patent Office
Prior art keywords
bridge
steel
cross beam
carriers
sleepers
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EP07009457A
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German (de)
French (fr)
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EP1867786A3 (en
EP1867786A2 (en
Inventor
Dirk Dennig
Karl-Heinz Feldhaus
Heinz-Jürgen Hardick
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ThyssenKrupp GfT Gleistechnik GmbH
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ThyssenKrupp GfT Gleistechnik GmbH
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Publication of EP1867786A2 publication Critical patent/EP1867786A2/en
Publication of EP1867786A3 publication Critical patent/EP1867786A3/en
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    • 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.

Abstract

The bridge is assembled of carrying elements (3) and steel sleepers (4) transversally positioned on top of the elements (3). The joint area between them comprises several vertically positioned metal elements (7) and transversally positioned cross brackets (10). The sleepers (4) are either screwed to one of the angles (9) at the bridge or joined with clamping elements if no angles (9) are available. Each of the cross brackets (10) is prepared with exactly positioned bores. Only the metal elements (7) have to be processed at the final destination in order to be screwed to the brackets (10). An independent claim is given for a holding system to be added to the bridge.

Description

Die Erfindung betrifft eine Eisenbahnbrücke gemäß dem Oberbegriff des Anspruchs 1, mit Trägern und darauf quer zur Trägerlängsrichtung angeordnete, insbesondere I-förmig ausgebildete Stahlschwellen, die zur Aufnahme von Schienen vorgesehen sind, wobei zwischen den Trägern und den Stahlschwellen mindestens eine, einen Schwellenschuh aufnehmende Grundplatte sowie mindestens eine im Bereich des Schwellenschuhs vorgesehene Zwischenplatte angeordnet ist und die Stahlschwellen in gesicherter Form gegenüber den Trägern vorgesehen sind.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.

Die Erfindung betrifft auch ein Aufnahmesystem für Schienen nach dem Oberbegriff des Anspruchs 5.The invention also relates to a receiving system for rails according to the preamble of claim 5.

Durch die DE-A 101 24 842 ist eine stähleme Eisenbahnbrücke bekannt geworden, mit Trägern und darauf quer zur Trägerlängsrichtung angeordneten, insbesondere I-förmig ausgebildeten Stahlbrückenschwellen, die zur Aufnahme der Schienen vorgesehen und mit den Trägern verbunden sind. Zwischen den Trägern und den Stahlbrückenschwellen ist mindestens eine, einen Schwellenschuh aufnehmende Grundplatte sowie mindestens eine im Bereich des Schwellenschuhs vorgesehene Zwischenplatte angeordnet. Die Stahlbrückenschwellen sind in gesicherter Form gegenüber den Trägern vorgesehen. Im Bereich der Stahlbrückenschwellen sind Bleche angeordnet, über welche die Stahlbrückenschwellen gegenüber den Trägern festlegbar sind. Mindestens ein als Frontblech ausgebildetes Blech erstreckt sich zwischen Oberund Untergurt der Stahlbrückenschwelle und steht mit einem im Bereich der Träger festlegbaren Sicherungsblech in Wirkverbindung.By the DE-A 101 24 842 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. 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.

Nachteilig bei diesem Stand der Technik ist, dass hier kein ausreichender Kraftschluss im Verbindungsbereich zwischen Stahlschwellen und Trägern hergestellt werden kann und die Stahlschwellen auf der Baustelle schwierig zu montieren sind. Dies im Hinblick auf durchzuführende Ausrichte- und Bohrarbeiten. Das in der DE-A 101 24 842 dargestellte System ist aus diesem Grund nicht wirtschaftlich herstellbar.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.

Ziel des Erfindungsgegenstandes ist es, die in der DE-A 101 24 842 beschriebene Eisenbahnbrücke, respektive das Aufnahmesystem für Schienen, dahingehend zu verbessern, dass auf der Baustelle eine leichtere Montage und ein optimierter Kraftschluss möglich ist und somit eine bessere Wirtschaftlichkeit erzeugt werden kann.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.

Dieses Ziel wird dadurch erreicht, dass der Verbindungsbereich zwischen der jeweiligen Stahlschwelle und dem zugehörigen Trägerbereich durch mehrere, stahlschwellenseitig vorgesehene, vertikal verlaufende Bleche und damit in Wirkverbindung stehende Querriegel gebildet ist, wobei die jeweilige Stahlschwelle entweder an mindestens einem trägerseitig vorhandenen Brückenwinkel durch Verschraubung oder bei fehlendem Brückenwinkel über ein Klemmwinkelsystem am Träger festlegbar ist.This goal is achieved in that the 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.

Vorteilhafte Weiterbildungen der erfindungsgemäßen Eisenbahnbrücke sind den zugehörigen Unteransprüchen zu entnehmen.Advantageous developments of the railway bridge according to the invention can be found in the associated subclaims.

Dieses Ziel wird bei einem Aufnahmesystem für Schienen auch dadurch erreicht, dass der Verbindungsbereich zwischen der jeweiligen Stahlschwelle und dem zugehörigen Trägerbereich durch mehrere stahlschwellenseitig vorgesehene, vertikal verlaufende Bleche und damit in Wirkverbindung stehende Querriegel gebildet ist.This goal is also achieved in a receiving system for rails in that the 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.

Vorteilhafte Weiterbildungen des erfindungsgemäßen Aufnahmesystems sind den zugehörigen Unteransprüchen zu entnehmen.Advantageous developments of the recording system according to the invention can be found in the associated subclaims.

Das erfindungsgemäße Aufnahmesystem ist zum Einbau in eine Eisenbahnbrücke geeignet, wobei die jeweilige Stahlschwelle entweder an mindestens einem trägerseitig vorhandenen Brückenwinkel durch Verschraubung oder bei fehlendem Brückenwinkel über ein Klemmwinkelsystem am Träger festlegbar ist.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.

Da sich der konstruktive Aufbau gemäß DE-A 101 24 842 , mit Ausnahme der nicht ausreichenden Klemmkraft zwischen Schwellen und Trägem, bewährt hat, kann auch die erfindungsgemäße Eisenbahnbrücke sowie das erfindungsgemäße Aufnahmesystem für Schienen in analoger Weise mit gleichartigen oder ähnlichen Bauteilen ausgerüstet werden. Insofern sind die in diesem Stand der Technik genannten Bauteile auch der erfindungsgemäßen Eisenbahnbrücke sowie dem erfindungsgemäßen Aufnahmesystem für Schienen zuzuordnen.Since the structural design according to DE-A 101 24 842 , Has proven, except for the insufficient clamping force between sleepers and carriers, also the railway bridge according to the invention and the receiving system according to the invention for rails can be equipped in an analogous manner with similar or similar components. In this respect, the components mentioned in this prior art are also assigned to the railway bridge according to the invention and the recording system according to the invention for rails.

Dadurch, dass nun mindestens zwei vertikal und parallel verlaufende, als Frontbleche ausgebildete, Bleche mit den Stahlschwellen, beispielsweise durch Schweißen, verbunden sind und der angesprochene Querriegel sich zwischen diesen Frontblechen erstreckt, wird ein besserer Kraftschluss zwischen den Stahlschwellen und den Trägern herbeigeführt.The fact that now at least two vertically and parallel, designed as a front panels, sheets are connected to the steel sleepers, for example by welding, and the mentioned cross bar extends between these front panels, a better adhesion between the steel sleepers and the carriers is brought about.

Vielfach sind bei Umbaumaßnahmen von Eisenbahnbrücken bereits Brückenwinkel vorgesehen, an welchen vormals Holzschwellen befestigt waren, so dass diese Brückenwinkel problemlos weiterverwendet und in Wirkverbindung mit dem Querriegel gebracht werden können.In many cases 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.

Die Querriegel können bereits werksseitig in ihren Endbereichen mit passgenauen Durchgangsbohrungen versehen werden, so dass auf der Baustelle durch Körnern der dahinter liegenden vertikal verlaufenden Bleche und Entfernen der Querriegel entsprechende Durchgangsbohrungen in den Blechen eingebracht werden können. Diese Maßnahme stellt eine erhebliche Montageerleichterung gegenüber dem Stand der Technik dar. Da auch der Vertikalschenkel des Brückenwinkels bereits mit einem vorhandenen Durchgangsloch ausgestattet ist, kann in analoger Weise der dann davor liegende Querriegel gekömert und entsprechend gebohrt werden.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.

Wie bereits dargelegt, kann es geschehen, dass eisenbahnbrückenseitig keine Brückenwinkel vorhanden sind, so dass hier eine andersartige Lösung zur Verbindung der Stahlschwellen mit den darunter liegenden Trägern realisiert werden muss. Hier kommt ein Klemmwinkelsystem zum Einsatz, bei welchem trägerseitig beispielsweise eine Zentrierleiste vorgesehen wird, die einen abgewinkelten Teilbereich eines Klemmschuhs, bedarfsweise des Schwellenschuhs, aufnimmt und über eine Verschraubung relativ zum Träger festlegbar ist.As already stated, it may happen that no bridge angles are present on the railway bridge side, so that here realizes a different solution for connecting the steel sleepers with the underlying carriers must become. Here, 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.

Der Erfindungsgegenstand ist anhand eines Ausführungsbeispiels in der Zeichnung dargestellt und wird wie folgt beschrieben. Es zeigen:

Figur 1
Schnitt durch eine stählerne Eisenbahnbrücke, beinhaltend Träger und Stahlschwellen in verschiedenen Ansichten;
Figur 2
Querriegel in verschiedenen Ansichten;
Figur 3
Schwellenschuh in verschiedenen Ansichten.
The subject invention is illustrated by means of an embodiment in the drawing and will be described as follows. Show it:
FIG. 1
Section through a steel railway bridge, including beams and steel sleepers in different views;
FIG. 2
Crossbars in different views;
FIG. 3
Threshold shoe in different views.

Der Grundaufbau der erfindungsgemäßen Eisenbahnbrücke, respektive des erfindungsgemäßen Aufnahmesystems für Schienen, ist im Wesentlichen in Analogie zum Stand der Technik gemäß DE-A 101 24 842 zu sehen, so dass zur Erläuterung des Erfindungsgegenstandes auf diese Druckschrift verwiesen wird.The basic structure of the railway bridge according to the invention, or of the receiving system according to the invention for rails, is essentially analogous to the prior art according to FIG DE-A 101 24 842 to see so that reference is made to this document for explanation of the subject invention.

Figur 1 zeigt einen Schnitt durch eine stählerne Eisenbahnbrücke 1, beinhaltend ein Aufnahmesystem 1' für Schienen 2. Die Eisenbahnbrücke 1 beinhaltet Stahlträger 3, die als Doppel-T-Träger ausgeführt sind und in Längsrichtung der Eisenbahnbrücke 1 verlaufen. Der jeweilige Träger 3 steht mit Stahl-(Brücken-) schwellen 4 in Wirkverbindung. Das vorliegende Beispiel stellt eine bereits bestehende stählerne Eisenbahnbrücke 1 dar, wobei verschlissene, aus Holz bestehende Brückenschwellen durch Stahlschwellen 4 ersetzt werden sollen. Die jeweilige Stahlschwelle 4 ist ebenfalls als Doppel-T-Träger mit Obergurt 5 und Untergurt 6 ausgebildet. Im Bereich einer jeden Schiene 2 verfügt die jeweilige Stahlschwelle 4 über zwei vertikal und parallel zueinander verlaufende beabstandete Bleche 7,8, die mit den Gurten 5,6, beispielsweise durch Schweißen, fest verbunden sind. Die jeweilige Stahlschwelle 4 wird bereits werksseitig mit den Blechen 7,8 ausgestattet. Bei der Montage der Stahlschwelle 4 in die Eisenbahnbrücke 1 wird selbige auf Brückenwinkel 9 beinhaltenden Trägern 3 aufgelegt. Die nicht vorgebohrten Bleche 7,8 werden mit einem Querriegel 10 in Wirkverbindung gebracht, der bereits passgenaue Durchgangsbohrungen 11 beinhaltet. Durch Körnern der dahinter liegenden Bleche 7,8 und Entfernen des Querriegels 10 können nun problemlos auf der Baustelle entsprechende Durchgangsbohrungen 12 in die Bleche 7,8 eingebracht werden. Über eine Schraubverbindung 13 kann dann der Vertikalschenkel des Brückenwinkels 9 mit dem jeweiligen Blech 7,8 lösbar verbunden werden. Der Horizontalschenkel des Brückenwinkels 9 kann ebenfalls über eine Schraubverbindung 14 mit dem Obergurt 15 des Trägers 3 fest verbunden werden. Sollte die Breite des Obergurtes 15 nicht ausreichend dimensioniert werden können, kommen bedarfsweise Distanzstücke 16 zum Einsatz. Vor der Erzeugung der Verbindung zwischen Obergurt 15 und Brückenwinkel 9 wird die jeweilige Stahlschwelle 4 vor den Brückenwinkeln 9 positioniert und durch das vorhandene Loch eine entsprechende Kennzeichnung auf der Oberfläche des Querriegels 10 erzeugt, so dass auch hier eine passende Durchgangsbohrung erzeugt werden kann, über welche dann eine Verbindung zwischen Brückenwinkel 9 und Querriegel 10 durch Verschraubung 17 herbeigeführt werden kann. 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. In the region of each rail 2, 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. When mounting the steel sleeper 4 in the railway bridge 1 selbige bridges on angle 9-containing carriers 3 is launched. The non-predrilled sheets 7,8 are brought into operative connection with a crossbar 10, which already contains precisely fitting through holes 11. By grains of the underlying plates 7.8 and removing the cross bar 10 can now be easily introduced into the panels 7.8 corresponding through holes 12 on the site. Via a screw 13, the vertical leg of the bridge angle 9 can then be releasably connected to the respective plate 7.8. The horizontal leg of the bridge angle 9 can also be firmly connected via a screw 14 with the top flange 15 of the carrier 3. If the width of the upper flange 15 can not be sufficiently dimensioned, spacers 16 are used as needed. 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.

Im Bild unten rechts ist eine Alternative dargestellt. Sofern kein Brückenwinkel 9 auf der Eisenbahnbrücke 1 vorhanden ist, kommt in diesem Beispiel ein Klemmwinkelsystem 18 zum Einsatz, das in diesem Beispiel gebildet wird durch eine entlang des Obergurtes 15 verlaufende Zentrierleiste 19, einem Klemmschuh 20 sowie eine weitere Schraube 21.The picture below right shows an alternative. If no bridge angle 9 is present on the railway bridge 1, 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.

Figur 2 zeigt den Querriegel 10 in verschiedenen Ansichten. Der Querriegel 10 beinhaltet ein rechtwinkliges Profil vorgebbarer Materialstärke und ist in seinen Endbereichen 10',10" mit passgenauen Durchgangsbohrungen 11 versehen, die bereits werksseitig vorgesehen wurden. Die in Figur 1 angesprochene Durchgangsbohrung 22, die zur Aufnahme der Schraubverbindung 17 (hier nicht dargestellt) dient, wird auf der Baustelle erzeugt. 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.

Figur 3 zeigt eine Variante eines Schwellenschuh-Bauteiles 23 in verschiedenen Ansichten, wie es beispielsweise im Untergurt 6 der Stahlschiene 4 eingebaut werden kann. Erkennbar ist eine Höhenzwischenplatte 24, der eigentliche Schwellenschuh 25, der über abgewinkelte Ansätze 26 verfügt sowie eine Grundplatte 27. Die Höhenzwischenplatte 24 und die Grundplatte 27 sind mit Profilen 28,29 versehen. 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.

Bezugszeichenreference numeral

11
EisenbahnbrückeRailway Bridge
1'1'
Aufnahmesystemrecording system
22
Schienenrails
33
Trägercarrier
44
Stahlschwellensteel sleepers
55
Obergurtupper chord
66
Untergurtlower chord
77
Blechsheet
88th
Blechsheet
99
Brückenwinkelpontine angle
1010
Querriegelcrossbars
10'10 '
Endbereichend
10"10 "
Endbereichend
1111
DurchgangsbohrungThrough Hole
1212
DurchgangsbohrungThrough Hole
1313
Schraubverbindungscrew
1414
Schraubverbindungscrew
1515
Obergurtupper chord
1616
Distanzstückspacer
1717
Schraubverbindungscrew
1818
KlemmwinkelsystemClamping profile system
1919
Zentrierleistecentering
2020
Klemmschuhclamping shoe
2121
Schraubescrew
2222
DurchgangsbohrungThrough Hole
2323
Schwellenschuh-BauteilA sock-component
2424
HöhenzwischenplatteHeight of middle plate
2525
SchwellenschuhA sock
2626
abgewinkelter Ansatzangled approach
2727
Grundplattebaseplate
2828
Profilprofile
2929
Profilprofile

Claims (8)

  1. A railway bridge comprising carriers (3) and in particular I-shaped steel sleepers (4) placed thereon in a transverse direction with respect to the longitudinal direction of the carriers, which sleepers are provided for receiving rails (2), wherein at least one base plate (27) receiving a cross tie shoe (25) as well as at least one intermediate plate (24) provided in the region of the cross tie shoe are arranged between the carriers (3) and the steel sleepers (4) and the steel sleepers (4) are provided in a secured manner with respect to the carriers (3), characterized in that the connection area between the respective steel sleeper (4) and the associated carrier portion is formed by several vertically laid sheet metals (7, 8) provided on the side of the steel sleeper and cross beams (10) which are actively connected thereto, wherein the respective steel sleeper (4) can be fixed either on at least one bridge angle (9) on the side of the carrier by screwing (13) or in case of the absence of a bridge angle via a clamping angle system (18) on the carrier (3).
  2. A railway bridge according to claim 1, characterized in that the respective cross beam (10) is already provided with precisely fitting through bores (11), such that on site only corresponding bores have to be realized in the sheet metals (7, 8) and the connection between cross beam (10) and sheet metals (7, 8) has to be established by screwing (13).
  3. A railway bridge according to claim 1 or 2, characterized in that subsequent to the connection of the sheet metals (7, 8) to the cross beam (10) the latter one can be connected to the vertical arm of the bridge angle (9) by drilling through holes and screwing (17).
  4. A railway bridge according to one of the claims 1 through 3, characterized in that the cross section of the respective cross beam (10) is approximately rectangular and in the assembled state the lateral end portions (10', 10") of the cross beam essentially lie flush against the sheet metals (7, 8).
  5. Reception system for rails (2), comprising carriers (3) extending in longitudinal direction as well as steel sleepers (4) connected thereto and extending transversely with respect thereto, wherein at least one base plate (27) receiving a cross tie shoe (25) as well as at least one intermediate plate (24) provided in the region of the cross tie shoe are arranged between the carriers (3) and the steel sleepers (4) and the steel sleepers (4) are provided in a secured manner with respect to the carriers (3), characterized in that the connection area between the respective steel sleeper (4) and the associated carrier portion is formed by several vertically laid sheet metals (7, 8) provided on the side of the steel sleeper and a cross beam (10) which is actively connected thereto.
  6. Reception system according to claim 5, characterized in that the respective cross beam (10) is already provided with precisely fitting through bores (11), such that on site only corresponding bores have to be realized in the sheet metals (7, 8) and the connection between cross beam (10) and sheet metals (7, 8) has to be established by screwing (13).
  7. Reception system according to claim 5 or 6, characterized in that the cross section of the respective cross beam (10) is approximately rectangular and in the assembled state the lateral end portions (10', 10") of the cross beam essentially lie flush against the sheet metals (7, 8).
  8. Reception system according to one of the claims 5 through 7 which is provided for being installed in a railway bridge (1), wherein the respective steel sleeper (4) can be fixed either on at least one bridge angle (9) on the side of the carrier by screwing (13) or in case of the absence of a bridge angle via a clamping angle system (18) on the carrier (3).
EP07009457A 2006-06-14 2007-05-11 Railway bridge and rail system Active EP1867786B1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102006027547A DE102006027547B3 (en) 2006-06-14 2006-06-14 Bridge for train and rail carrying system, comprise units of metal elements and cross brackets

Publications (3)

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

Family

ID=38282489

Family Applications (1)

Application Number Title Priority Date Filing Date
EP07009457A Active EP1867786B1 (en) 2006-06-14 2007-05-11 Railway bridge and rail system

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EP (1) EP1867786B1 (en)
AT (1) ATE473323T1 (en)
DE (2) DE102006027547B3 (en)

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4237498C1 (en) * 1992-11-06 1994-02-24 Preussag Stahl Ag Railway-bridge forming supporting frame with lengthwise girders and steel sleepers - has each sleeper comprising two profiled members clamped by flanges against girders via adaptors and elastic components
DE4328185C1 (en) * 1993-08-21 1994-12-08 Krupp Hoesch International Gmb Bridge beam (sleeper) with means for fastening to girders of a steel railway bridge
DE19813258C1 (en) * 1998-03-26 1999-05-27 Krupp Ag Hoesch Krupp Steel railway bridging frame
JP2001011819A (en) * 1999-06-30 2001-01-16 Bando Chem Ind Ltd Elastic sleeper support device, and elastic sleeper support structure using the device
DE10124842B4 (en) * 2001-05-22 2005-08-04 Thyssen Krupp Materials & Services Ag Steel railway bridge as well as receiving system for rails

Also Published As

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

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