WO1996025558A1 - Station platform - Google Patents

Station platform Download PDF

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Publication number
WO1996025558A1
WO1996025558A1 PCT/EP1996/000682 EP9600682W WO9625558A1 WO 1996025558 A1 WO1996025558 A1 WO 1996025558A1 EP 9600682 W EP9600682 W EP 9600682W WO 9625558 A1 WO9625558 A1 WO 9625558A1
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WO
WIPO (PCT)
Prior art keywords
platform
leg parts
trough
running
longitudinal
Prior art date
Application number
PCT/EP1996/000682
Other languages
German (de)
French (fr)
Inventor
Jürgen Frenzel
Reiner Wittig
Original Assignee
Otto Frenzel Bauunternehmen
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Otto Frenzel Bauunternehmen filed Critical Otto Frenzel Bauunternehmen
Priority to AT96904815T priority Critical patent/ATE201076T1/en
Priority to DE59606868T priority patent/DE59606868D1/en
Priority to EP96904815A priority patent/EP0756657B1/en
Publication of WO1996025558A1 publication Critical patent/WO1996025558A1/en

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
    • E01F1/00—Construction of station or like platforms or refuge islands or like islands in traffic areas, e.g. intersection or filling-station islands; Kerbs specially adapted for islands in traffic areas

Definitions

  • the invention relates to a platform according to the preamble of the claim
  • EP 0 357 1 61 describes a platform consisting at least partially of prefabricated concrete parts. There rest across
  • Running plates are arranged on these, which cover the longitudinal beams transversely and between which there are joints to be cast.
  • the side members have a rectangular cross-section and are only connected to each other via the running plates or the U-shaped concrete base.
  • the present invention is therefore based on the problem of finding a solution in which one can get by with smaller concrete bases, which reduces the number of necessary concrete bases, which facilitates their installation and alignment and which enables small platforms to be installed quickly.
  • Reinforced concrete parts are essentially used according to the invention, namely foundation bases, trough-shaped side members and running plates.
  • the trough-shaped longitudinal members have a cross section which consists of an approximately horizontal base part and from these, extending upward and outwardly inclined leg parts.
  • the leg parts should have an inclination of> 45 °, preferably approximately 60 ° to the horizontal.
  • the ends of the base parts of such longitudinal members each rest on a foundation base.
  • the upper sides of the leg parts form approximately a horizontal and support the running plates which extend transversely to the longitudinal member.
  • the width of the running plate between two tracks is approximately 3 m.
  • the length of a running plate in the direction of the central axis of the platform is approximately 2.5 m.
  • a trough-shaped carrier has a length of about 5 m, so that it supports two running plates.
  • trough-shaped carriers according to the invention can also be used
  • Platforms are used, the width of which is formed by two juxtaposed running plates on one or two trough-shaped supports. In this case, too, it can be advantageous to reduce the number of foundation bases. Furthermore, trough-shaped girders can also be used for platforms lying next to a track. So far the
  • the trough shape of the girder also provides an escape niche under the running plates, which can be designed to be larger in construction than in the case of running plates resting on parallel longitudinal beams
  • FIG. 1 shows a platform between two tracks on average.
  • 2 shows the side view of a partially assembled platform and 3: the top view of the platform according to FIG. 2.
  • Fig. 1 shows the use of a platform according to the invention on a rocky surface.
  • a sub-foundation 1 of lean concrete is placed and, as far as possible, aligned with respect to the height and direction relative to the tracks 1 and 2, of which only one rail 1 1 and 1 2 is shown.
  • a sub-foundation can also be formed on the head of a bored pile or as a larger base made of lean concrete. If required, central drainage can be embedded in the lean concrete for both tracks.
  • a prefabricated foundation base 2 made of reinforced concrete is placed on the sub-foundation 1.
  • the foundation base 2 is aligned more precisely.
  • the foundation base 2 is provided with a central blind hole 22. This serves among other things the anchoring of the on the foundation base 2 via elastic
  • the hole 22 can also receive the foot of lamp posts 44 or masts for a roof above the platform.
  • the carrier 3 consist of an approximately horizontal base part 31 whose ends rest on the foundation base 2. At the ends of the base part 31 there are approximately rectangular recesses 34 (see FIG. 3) which surround the hole 22 of the foundation base 2.
  • outwardly inclined leg parts 32, 33 start from the base part 31.
  • the leg parts extend to the running plates 4.
  • a preferred angle for the inclination of the leg parts with respect to the horizontal is an angle of 60 °.
  • the longitudinal beam can also be designed asymmetrically, which can be advantageous, for example, for platforms to be arranged on the side of a double track.
  • Two running plates 4 rest one behind the other on a trough-shaped longitudinal member 3 (see FIGS. 2 and 3).
  • Elastic bearings (not shown) can also be arranged between the upper ends of the leg parts 32, 33 and the running plates 4.
  • the running plates 4 extend in one piece from one platform edge 41 to the other platform edge.
  • the running plates On their underside, the running plates have a metallic connection socket (not shown) suitable for grounding for connecting the running plates to one another.
  • the running plates 4 are preferably arranged with a gradient of 1.5% to 2% in the transverse direction of the platform. This can be achieved in that the length of one leg part is slightly smaller than that of the other leg part and that its upper sides have a corresponding inclination relative to the base part, so that the overlying running plate 4 receives the desired slope to a platform edge.
  • the execution of this measure is not shown in the accompanying drawings.
  • the foundation base 2 is set and aligned.
  • the trough-shaped side members 3 are placed thereon.
  • Two running plates 4 are then arranged on each of the carriers. As far as the running plates 4 have a high dead weight, anchoring to the trough-shaped side members 3 is superfluous. in the
  • Ramp area at the platform ends or, if necessary, on each running plate 4, a connection to the longitudinal member can be realized by conventional half-iron or dowels or metal sheets supporting the running plates 4 on the side.
  • lamp posts 44 are anchored in every second foundation base 2.
  • the running plates 4 are laid in such a way that between each two slices a narrow gap remains.
  • connecting elements that snap together can be provided. If necessary, the gap in the spacing joints 43 is sealed with a sealing compound.
  • Installation openings 42 can be provided in one or more of the running plates 4. This can be used, for example, to connect the lamps.
  • the interior of the trough-shaped carrier can also contain other installation lines, not shown, for various purposes.

Abstract

The invention pertains to a station platform composed in part of pre-cast concrete members and plain concrete blocks spaced out in the direction of the platform's longitudinal axis, and longitudinal girders which rest on the plain concrete blocks, are of a length approximately equal to the distance between two plain concrete blocks, and on which are supported deck slabs which are spaced to form joints and span the longitudinal girders with overlap on at least one side, characterised in that the cross section of the through-shaped longitudinal girders (3) shows an approximately horizontal base (31) with legs (32, 33) extending upwards and outwards therefrom, the base (31) resting with its ends on separate blocks (2) and the legs (32, 33) being adjusted to bear the deck slabs (4).

Description

Bahnsteigplatform
Beschreibung Die Erfindung betrifft einen Bahnsteig gemäß dem Oberbegriff des AnspruchesDescription The invention relates to a platform according to the preamble of the claim
1 . Sie bezieht sich vorzugsweise auf einen Zwischenbahnsteig zwischen zwei Gleisen.1 . It preferably refers to an intermediate platform between two tracks.
In EP 0 357 1 61 ist ein wenigstens teilweise aus Betonfertigteilen bestehender Bahnsteig beschrieben. Dort ruhen auf quer zurEP 0 357 1 61 describes a platform consisting at least partially of prefabricated concrete parts. There rest across
Bahnsteiglängsachse mit Abstand zueinander angeordneten U-förmigen Betonsockeln zueinander parallele, in Bahnsteiglängsrichtung sich erstreckende Längsträger. Auf diesen sind Laufplatten angeordnet, die die Längsträger quer überdecken und zwischen denen sich zu vergießende Fugen befinden. Die Längsträger haben einen rechteckigen Querschnitt und sind nur über die Laufplatten bzw. über die U-förmigen Betonsockel miteinander verbunden.Longitudinal platform axis with spaced U-shaped concrete bases parallel to one another, extending in the longitudinal direction of the platform longitudinal beams. Running plates are arranged on these, which cover the longitudinal beams transversely and between which there are joints to be cast. The side members have a rectangular cross-section and are only connected to each other via the running plates or the U-shaped concrete base.
Bei dieser bekannten Lösung und ähnlichen Konstruktionen werden verhältnismäßig breite beispielsweise U-förmige Betonsockel benötigt.In this known solution and similar constructions, relatively wide, for example, U-shaped concrete bases are required.
Von daher liegt der vorliegenden Erfindung das Problem zugrunde, eine Lösung zu finden bei der man mit kleinerem Betonsockeln auskommt, die die Anzahl der notwendigen Betonsockel reduziert, die deren Einbau und Ausrichtung erleichtert und die eine schnelle Montage kleiner Bahnsteige ermöglicht.The present invention is therefore based on the problem of finding a solution in which one can get by with smaller concrete bases, which reduces the number of necessary concrete bases, which facilitates their installation and alignment and which enables small platforms to be installed quickly.
Das Problem wird erfindungsgemäß durch Anspruch 1 gelöst. Unteransprüche enthalten vorteilhafte Weiterbildungen der Erfindung.According to the invention, the problem is solved by claim 1. Subclaims contain advantageous developments of the invention.
Nach der Erfindung werden im wesentlichen bewehrte Betonteile verwendet, und zwar Fundamentsockel, trogförmige Längsträger sowie Laufplatten. Die trogförmigen Längsträger weisen einen Querschnitt auf, der aus einem etwa waagerechten Basisteil und von diesen ausgehenden, sich nach oben erstreckenden und nach außen geneigten Schenkelteiien besteht. Die Schenkelteile sollen aus Gründen der Belastung eine Neigung von > 45 ° , vorzugsweise etwa 60° zur Horizontalen haben. Die Enden der Basisteile derartiger Längsträger ruhen jeweils auf einem Fundamentsockel. Die oberen Seiten der Schenkelteile bilden etwa eine Horizontale und unterstützen die sich quer zum Längsträger erstreckenden Laufplatten. Bei einem zur Ausführung vorgesehenen Beispiel beträgt die Breite der Laufplatte zwischen zwei Gleisen etwa 3 m. Die Länge einer Laufplatte in Richtung der Bahnsteigmittelachse ist etwa 2, 5 m. Ein trogförmiger Träger hat eine Länge von etwa 5 m, so daß er zwei Laufplatten unterstützt.Reinforced concrete parts are essentially used according to the invention, namely foundation bases, trough-shaped side members and running plates. The trough-shaped longitudinal members have a cross section which consists of an approximately horizontal base part and from these, extending upward and outwardly inclined leg parts. For reasons of loading, the leg parts should have an inclination of> 45 °, preferably approximately 60 ° to the horizontal. The ends of the base parts of such longitudinal members each rest on a foundation base. The upper sides of the leg parts form approximately a horizontal and support the running plates which extend transversely to the longitudinal member. In an example provided for execution, the width of the running plate between two tracks is approximately 3 m. The length of a running plate in the direction of the central axis of the platform is approximately 2.5 m. A trough-shaped carrier has a length of about 5 m, so that it supports two running plates.
Grundsätzlich können die erfindungsgemäßen trogförmigen Träger auch beiIn principle, the trough-shaped carriers according to the invention can also be used
Bahnsteigen verwendet werden, deren Breite durch zwei nebeneinander angeordnete Laufplatten auf einem oder zwei trogförmigen Trägern gebildet wird. Auch in diesem Fall kann die Verringerung der Anzahl der Fundamentsockel von Vorteil sein. Ferner können trogförmige Träger auch bei neben einem Gleis liegenden Bahnsteigen verwendet werden. Soweit diePlatforms are used, the width of which is formed by two juxtaposed running plates on one or two trough-shaped supports. In this case, too, it can be advantageous to reduce the number of foundation bases. Furthermore, trough-shaped girders can also be used for platforms lying next to a track. So far the
Geländeformation und die vom Bahnbetreiber definierte Bahnsteighöhe dies zuläßt, gewährt die Trogform des Trägers auch noch eine Fluchtnische unter den Laufplatten, die konstruktiv größer ausgelegt werden kann als bei auf parallelen Längsträgern ruhenden LaufplattenTerrain formation and the platform height defined by the railway operator allows this, the trough shape of the girder also provides an escape niche under the running plates, which can be designed to be larger in construction than in the case of running plates resting on parallel longitudinal beams
Der erfindungsgemäße Bahnsteig wird anhand der beigefügten Zeichnung, die schematisch bevorzugte Ausführungsbeispiele wiedergeben, erläutert. Es zeigenThe platform according to the invention is explained with reference to the accompanying drawing, which schematically represent preferred exemplary embodiments. Show it
Fig. 1 eine Bahnsteig zwischen zwei Gleisen im Schnitt; Fig. 2 die Seitenansicht eines teilweise montierten Bahnsteiges und Fig . 3: die Draufsicht auf den Bahnsteig gemäß Fig. 2. Fig. 1 zeigt die Verwendung eines erfindungsgemäßen Bahnsteiges auf einem felsigen Untergrund. In einer geeigneten Vertiefung des Felses 1 3 wird ein Unterfundament 1 aus Magerbeton eingebracht und soweit möglich bezüglich der Höhe und Richtung relativ zu den Gleisen 1 und 2, von denen nur jeweils eine Schiene 1 1 und 1 2 gezeigt ist, ausgerichtet.1 shows a platform between two tracks on average. 2 shows the side view of a partially assembled platform and 3: the top view of the platform according to FIG. 2. Fig. 1 shows the use of a platform according to the invention on a rocky surface. In a suitable deepening of the rock 1 3, a sub-foundation 1 of lean concrete is placed and, as far as possible, aligned with respect to the height and direction relative to the tracks 1 and 2, of which only one rail 1 1 and 1 2 is shown.
Sofern der Bahnsteig auf einem anderen, beispielsweise weicheren Grund zu errichten ist, kann ein Unterfundament auch auf dem Kopf eines Bohrpfahles oder als größerer Sockel aus Magerbeton gebildet werden. Bei Bedarf kann eine Mittenentwässerung für beide Gleise im Magerbeton eingebettet werden.If the platform is to be built on another, for example softer ground, a sub-foundation can also be formed on the head of a bored pile or as a larger base made of lean concrete. If required, central drainage can be embedded in the lean concrete for both tracks.
Auf das Unterfundament 1 wird ein vorgefertigter Fundamentsockel 2 aus Stahlbeton abgesetzt. Der Fundamentsockel 2 wird genauer ausgerichtet. Der Fundamentsockel 2 ist mit einem zentralen Sackloch 22 versehen. Dieses dient u.a. der Verankerung der auf dem Fundamentsockel 2 über elastischeA prefabricated foundation base 2 made of reinforced concrete is placed on the sub-foundation 1. The foundation base 2 is aligned more precisely. The foundation base 2 is provided with a central blind hole 22. This serves among other things the anchoring of the on the foundation base 2 via elastic
Lager 21 aufliegenden trogförmigen Längsträger 3. Das Loch 22 kann außerdem den Fuß von Lampenmasten 44 oder von Masten für ein Dach über dem Bahnsteig aufnehmen. Auf den Fundamentsockeln 2 ruhen die Enden der trogförmigen Träger 3, die den Abstand zwischen zwei benachbarten Fundamentsockeln 2 überspannen. Die Träger 3 bestehen aus einem etwa waagerechten Basisteil 31 dessen Enden auf den Fundamentsockeln 2 aufliegen. An den Enden des Basisteils 31 befinden sich etwa rechteckige Ausnehmungen 34 (siehe Fig. 3) die das Loch 22 des Fundamentsockels 2 umgeben. Im Querschnitt des Längsträgers 3 gehen vom Basisteil 31 ansteigende nach außen geneigte Schenkelteiie 32, 33 aus. Die Schenkelteile erstrecken sich bis an die Laufplatten 4.Bearing 21 resting trough-shaped side members 3. The hole 22 can also receive the foot of lamp posts 44 or masts for a roof above the platform. The ends of the trough-shaped supports 3, which span the distance between two adjacent foundation bases 2, rest on the foundation bases 2. The carrier 3 consist of an approximately horizontal base part 31 whose ends rest on the foundation base 2. At the ends of the base part 31 there are approximately rectangular recesses 34 (see FIG. 3) which surround the hole 22 of the foundation base 2. In the cross section of the longitudinal member 3, outwardly inclined leg parts 32, 33 start from the base part 31. The leg parts extend to the running plates 4.
Ein bevorzugter Winkel für die Neigung der Schenkelteile gegenüber der Horizontalen ist ein Winkel von 60° . Andere Winkel sind jedoch nicht ausgeschlossen. Auch kann der Längsträger asymmetrisch ausgeführt werden was beispielsweise für seitlich eines Doppelgleises anzuordnende Bahnsteige von Vorteil sein kann . Auf jeweils einem trogförmigen Längsträger 3 ruhen hintereinander zwei Laufplatten 4 (siehe Fig. 2 und 3) . Auch zwischen den oberen Enden der Schenkelteile 32, 33 und den Laufplatten 4 können nichtdargestellte elastische Lager angeordnet werden.A preferred angle for the inclination of the leg parts with respect to the horizontal is an angle of 60 °. However, other angles are not excluded. The longitudinal beam can also be designed asymmetrically, which can be advantageous, for example, for platforms to be arranged on the side of a double track. Two running plates 4 rest one behind the other on a trough-shaped longitudinal member 3 (see FIGS. 2 and 3). Elastic bearings (not shown) can also be arranged between the upper ends of the leg parts 32, 33 and the running plates 4.
Vorzugsweise erstrecken sich die Laufplatten 4 insbesondere bei Mittelbahnsteigen in einem Stück von einer Bahnsteigkante 41 zur anderen Bahnsteigkante. Die Laufplatten weisen an ihrer Unterseite einseitig eine metallische zur Erdung geeignete - nicht dargestellte - Anschlußbuchse für die Verbindung der Laufplatten untereinander auf.Preferably, in particular in the case of central platforms, the running plates 4 extend in one piece from one platform edge 41 to the other platform edge. On their underside, the running plates have a metallic connection socket (not shown) suitable for grounding for connecting the running plates to one another.
Vorzugsweise werden die Lauf platten 4 mit einem Gefälle von 1 ,5 % bis 2 % in Querrichtung des Bahnsteiges angeordnet. Dies kann dadurch erreicht werden, daß die Länge eines Schenkelteiles um ein geringes Maß kleiner als die des anderen Schenkelteiles ist und daß ihre oberen Seiten eine entsprechende Neigung relativ zum Basisteil aufweisen, so daß die aufliegende Laufplatte 4 das gewünschte Gefälle zu einer Bahnsteigkante erhält. Die Ausführung dieser Maßnahme ist auf den beigefügten Zeichnungen nicht dargestellt.The running plates 4 are preferably arranged with a gradient of 1.5% to 2% in the transverse direction of the platform. This can be achieved in that the length of one leg part is slightly smaller than that of the other leg part and that its upper sides have a corresponding inclination relative to the base part, so that the overlying running plate 4 receives the desired slope to a platform edge. The execution of this measure is not shown in the accompanying drawings.
Fig. 2 und 3 geben die Montage eines Bahnsteiges an. Zunächst werden die Fundamentsockel 2 gesetzt und ausgerichtet. Darauf werden die trogförmigen Längsträger 3 abgelegt. Auf jeden der Träger werden danach zwei Laufplatten 4 angeordnet. Soweit die Laufplatten 4 hohes Eigengewicht aufweisen, ist eine Verankerung an den trogförmigen Längsträgern 3 überflüssig. Im2 and 3 indicate the assembly of a platform. First, the foundation base 2 is set and aligned. The trough-shaped side members 3 are placed thereon. Two running plates 4 are then arranged on each of the carriers. As far as the running plates 4 have a high dead weight, anchoring to the trough-shaped side members 3 is superfluous. in the
Rampenbereich an den Bahnsteigenden oder bei Bedarf an jeder Laufplatte 4 kann eine Verbindung mit dem Längsträger durch übliche Halfeneisen oder Dübel oder seitlich die Laufplatten 4 stützende Bleche realisiert werden. Dabei werden beispielsweise Lampenmasten 44 in jedem zweiten Fundamentsockel 2 verankert.Ramp area at the platform ends or, if necessary, on each running plate 4, a connection to the longitudinal member can be realized by conventional half-iron or dowels or metal sheets supporting the running plates 4 on the side. In this case, for example, lamp posts 44 are anchored in every second foundation base 2.
Die Verlegung der Laufplatten 4 erfolgt in der Weise, daß jeweils zwischen zwei Platten ein schmaler Spalt verbleibt. Außerdem können gegeneinander einrastende Verbindungselemente vorgesehen werden. Der Spalt der Abstandsfugen 43 wird erforderlichenfalls mit einer Vergußmasse dicht verschlossen.The running plates 4 are laid in such a way that between each two slices a narrow gap remains. In addition, connecting elements that snap together can be provided. If necessary, the gap in the spacing joints 43 is sealed with a sealing compound.
In einer oder mehreren der Laufplatten 4 können Installationsöffnungen 42 vorgesehen werden. Über diese kann beispielsweise der Anschluß der Lampen erfolgen. Der Innenraum des trogförmigen Trägers kann darüberhinaus auch weitere nicht dargestellte Installationsleitungen für verschiedene Zwecke enthalten. Installation openings 42 can be provided in one or more of the running plates 4. This can be used, for example, to connect the lamps. The interior of the trough-shaped carrier can also contain other installation lines, not shown, for various purposes.

Claims

BahnsteigSchutzansprüche Platform protection claims
1 . Bahnsteig bestehend teilweise aus Betonfertigteilen wie aus in Richtung der Bahnsteiglängsachse mit Abstand zueinander angeordneten Betonsockeln und auf diesen gelagerten Längsträgern, deren Länge etwa dem Abstand zwischen zwei Fundamentsockeln entspricht und auf denen in einem Fugen bildenden Abstand Laufplatten ruhen, die die Längsträger quer überdecken und wenigstens einseitig überragen, gekennzeichnet durch trogförmige Längsträger (3) deren Querschnitt ein etwa waagerechtes Basisteil (31 ) und von diesem ausgehende, sich aufwärts erstreckende und nach außen geneigte Schenkelteile (32, 33) aufweist, wobei das Basisteil (31 ) mit seinen Enden auf je einem Fundamentsockel (2) ruht und die Schenkelteile (32, 33) zur Auflagerung der Laufplatten (4) ausgebildet sind.1 . Platform consisting partly of prefabricated concrete parts such as concrete bases arranged at a distance from each other in the direction of the longitudinal axis of the platform and longitudinal members mounted on them, the length of which corresponds approximately to the distance between two foundation bases and on which resting plates rest at a gap forming a gap, which cover the longitudinal members transversely and at least on one side protrude, characterized by trough-shaped longitudinal members (3) whose cross-section has an approximately horizontal base part (31) and starting from this, upwardly extending and outwardly inclined leg parts (32, 33), the base part (31) with its ends on one each Foundation base (2) rests and the leg parts (32, 33) are designed to support the running plates (4).
2. Bahnsteig nach Anspruch 1 , dadurch gekennzeichnet, daß der2. Platform according to claim 1, characterized in that the
Steigungswinkel der Schenkelteile (32, 33) der Längsträger im Bezug auf die Horizontale etwa 45 ° - 70° beträgt.The angle of inclination of the leg parts (32, 33) of the side members with respect to the horizontal is approximately 45 ° -70 °.
3. Bahnsteig nach Anspruch 2, dadurch gekennzeichnet, daß der Steigungswinkel der Schenkelteile (32, 33) der Längsträger im Bezug auf die Horizontale vorzugsweise etwa 60° beträgt.3. Platform according to claim 2, characterized in that the pitch angle of the leg parts (32, 33) of the longitudinal beams with respect to the horizontal is preferably about 60 °.
4. Bahnsteig nach Anspruch 1 bis 3, insbesondere Mittelbahnsteig, dadurch gekennzeichnet, daß auf einem trogförmigen Träger ( 3) Laufplatten (4) angeordnet sind, die in jeweils einem Stück die gesamte4. Platform according to claim 1 to 3, in particular central platform, characterized in that on a trough-shaped support (3) running plates (4) are arranged, each in one piece the entire
Breite des Bahnsteiges bilden. Form the width of the platform.
5. Bahnsteig nach einem oder mehreren der Ansprüche 1 bis 4, dadurch gekennzeichnet, daß zwei Laufplatten (4) auf einem oder zwei parallelen, trogförmigen Trägern (3) angeordnet sind.5. Platform according to one or more of claims 1 to 4, characterized in that two running plates (4) on one or two parallel, trough-shaped supports (3) are arranged.
6. Bahnsteig nach einem der Ansprüche 1 bis 5, dadurch gekennzeichnet, daß die Länge der Schenkelteile (32, 33) unterschiedlich und/oder ihre obere Seite eine Neigung relativ zum Basisteil (31 ) aufweist, so daß die aufliegende Laufplatte (4) mit leichtem Gefälle zu einer Bahnsteigkante hin angeordnet ist. 6. Platform according to one of claims 1 to 5, characterized in that the length of the leg parts (32, 33) different and / or their upper side has an inclination relative to the base part (31), so that the overlying running plate (4) with a slight slope to a platform edge is arranged.
PCT/EP1996/000682 1995-02-17 1996-02-16 Station platform WO1996025558A1 (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
AT96904815T ATE201076T1 (en) 1995-02-17 1996-02-16 USE OF TROW-SHAPED LONGITUDINAL BEAMS FOR QUICK ASSEMBLY OF A SMALL PLATFORM
DE59606868T DE59606868D1 (en) 1995-02-17 1996-02-16 USE OF TROWLED SIDE RAILS FOR QUICK INSTALLATION OF A SMALL RAILWAY
EP96904815A EP0756657B1 (en) 1995-02-17 1996-02-16 Use of trough-shaped carriers for rapid set-up of a small station platform

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE29503328.2 1995-02-17
DE29503328U DE29503328U1 (en) 1995-02-17 1995-02-17 platform

Publications (1)

Publication Number Publication Date
WO1996025558A1 true WO1996025558A1 (en) 1996-08-22

Family

ID=8004593

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/EP1996/000682 WO1996025558A1 (en) 1995-02-17 1996-02-16 Station platform

Country Status (7)

Country Link
EP (1) EP0756657B1 (en)
AT (1) ATE201076T1 (en)
CZ (1) CZ5762U1 (en)
DE (2) DE29503328U1 (en)
HU (1) HU9602790D0 (en)
PL (1) PL58270Y1 (en)
WO (1) WO1996025558A1 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19855511A1 (en) * 1998-10-17 2000-05-04 Euka Gmbh Ingenieur Consulting Ready-made construction set for producing railway platform with foundations supporting at least one longitudinal bearer, on which lies at least one access plate, etc.
EP1707674A2 (en) * 2005-04-01 2006-10-04 MSB-Management GmbH Railway platform with roof
KR101502496B1 (en) * 2013-05-31 2015-03-13 아이에스동서 주식회사 Prefabricated Railway Platform

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19641800A1 (en) * 1996-10-10 1998-04-23 Hering Gmbh & Co Kg Verwaltung Modular platform kit

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2336411B1 (en) * 1973-07-17 1975-01-23 Sager & Woerner Continuous V-sectioned concrete bridge girder - with full-width site-concrete slab engaging between cover slabs to top arm ends
DE2520105A1 (en) * 1975-05-06 1976-11-18 Richard Dipl Ing Laumer Composite construction interrupted reinforced concrete slab - has parts linked by girders with cutouts or latticed
DE2932036A1 (en) * 1979-08-07 1981-02-26 Sager & Woerner Reinforced or prestressed concrete multi field bridge - has continuation stress members linking girders into continuous entity under track slab
FR2616166A1 (en) * 1987-06-04 1988-12-09 Sogelerg Bridge with composite framework and method for its construction
EP0357161A2 (en) * 1988-08-01 1990-03-07 Otto Frenzel Bauunternehmen Railway platform
WO1993008334A1 (en) * 1991-10-23 1993-04-29 Otto Frenzel Bauunternehmen Railway station platform edge

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2336411B1 (en) * 1973-07-17 1975-01-23 Sager & Woerner Continuous V-sectioned concrete bridge girder - with full-width site-concrete slab engaging between cover slabs to top arm ends
DE2520105A1 (en) * 1975-05-06 1976-11-18 Richard Dipl Ing Laumer Composite construction interrupted reinforced concrete slab - has parts linked by girders with cutouts or latticed
DE2932036A1 (en) * 1979-08-07 1981-02-26 Sager & Woerner Reinforced or prestressed concrete multi field bridge - has continuation stress members linking girders into continuous entity under track slab
FR2616166A1 (en) * 1987-06-04 1988-12-09 Sogelerg Bridge with composite framework and method for its construction
EP0357161A2 (en) * 1988-08-01 1990-03-07 Otto Frenzel Bauunternehmen Railway platform
WO1993008334A1 (en) * 1991-10-23 1993-04-29 Otto Frenzel Bauunternehmen Railway station platform edge

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19855511A1 (en) * 1998-10-17 2000-05-04 Euka Gmbh Ingenieur Consulting Ready-made construction set for producing railway platform with foundations supporting at least one longitudinal bearer, on which lies at least one access plate, etc.
EP1707674A2 (en) * 2005-04-01 2006-10-04 MSB-Management GmbH Railway platform with roof
EP1707674A3 (en) * 2005-04-01 2008-04-16 MSB-Management GmbH Railway platform with roof
KR101502496B1 (en) * 2013-05-31 2015-03-13 아이에스동서 주식회사 Prefabricated Railway Platform

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HU9602790D0 (en) 1996-11-28
EP0756657A1 (en) 1997-02-05
ATE201076T1 (en) 2001-05-15
EP0756657B1 (en) 2001-05-09
DE59606868D1 (en) 2001-06-13
PL58270Y1 (en) 2000-12-29
DE29503328U1 (en) 1995-04-13
PL105650U1 (en) 1997-03-17
CZ5762U1 (en) 1997-02-24

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