EP0756657B1 - Use of trough-shaped carriers for rapid set-up of a small station platform - Google Patents

Use of trough-shaped carriers for rapid set-up of a small station platform Download PDF

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Publication number
EP0756657B1
EP0756657B1 EP96904815A EP96904815A EP0756657B1 EP 0756657 B1 EP0756657 B1 EP 0756657B1 EP 96904815 A EP96904815 A EP 96904815A EP 96904815 A EP96904815 A EP 96904815A EP 0756657 B1 EP0756657 B1 EP 0756657B1
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EP
European Patent Office
Prior art keywords
platform
longitudinal supports
use according
leg portions
trough
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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.)
Expired - Lifetime
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EP96904815A
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German (de)
French (fr)
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EP0756657A1 (en
Inventor
Jürgen Frenzel
Reiner Wittig
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OTTO FRENZEL BAUUNTERNEHMEN
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OTTO FRENZEL BAUUNTERNEHMEN
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    • 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 the use of trough-shaped side members for quick assembly of a small platform.
  • EP-A 0 357 161 describes at least partially prefabricated concrete parts existing platform described. There rest across Platform longitudinal axis spaced U-shaped Concrete bases parallel to each other, extending in the longitudinal direction of the platform Side member. On these, running plates are arranged that cross the side members cover and between which there are joints to be cast. The Side members have a rectangular cross section and are only over the Running plates or connected to each other via the U-shaped concrete base.
  • From the document DE-B-2 336 411 is a structure for bridges or the like, consisting of extending in the longitudinal direction of the bridge, over the entire width of the structure close to the precast girders with one after open V-profile at the top or a trapezoidal profile open at the top with upwards divergent legs made of reinforced or prestressed concrete and one over the Precast beams, using the precast beams closing cover plates and rigid with the precast beams connected in-situ concrete roadway slab, the structure is without cross beams and extends across the entire width of the structure Has in-situ concrete slab, which lies side by side in the joint area Have precast beams between which are designed as formwork elements Reach through the cover plates to the upper leg ends of the precast beams.
  • the prefabricated girders should together with the covering plate Orthotropic plate, i.e. form a one-piece, rigid construction. On such a structure requires a relatively long construction time. For a platform is the structure is overdetermined and technically complex.
  • the present invention is therefore based on the problem, a solution to find where you can get by with smaller concrete bases, the number of necessary concrete base reduced, the installation and alignment of the platform facilitated and quick assembly of small platforms.
  • Reinforced concrete parts are essentially used according to the invention, namely foundation bases, trough-shaped side members and running plates.
  • the trough-shaped side members have a cross section that consists of an approximately horizontal base part and starting from these, upwards extending and outwardly inclined leg parts.
  • the Leg parts have an inclination of greater than 45 ° for reasons of load, preferably about 60 ° to the horizontal.
  • the ends of the base parts such longitudinal members each rest on a foundation base.
  • the top Sides of the leg parts form a horizontal and support each other running plates extending transversely to the side member. With one for execution provided example is the width of the running plate between two tracks about 3 m.
  • the length of a running plate in the direction of the central axis of the platform is about 2.5 m.
  • a trough-shaped carrier has a length of about 5 m, making it two Treads supported.
  • the trough-shaped girders can also be used on platforms are, the width of which is determined by two running plates arranged side by side one or two trough-shaped carriers is formed. In this case too Reducing the number of foundation bases may be beneficial. Can also trough-shaped girders also used for platforms lying next to a track become. As far as the terrain formation and the one defined by the railway operator Platform height allows this, the trough shape of the carrier also grants one Escape niche under the running plates, which can be designed to be larger than with running plates resting on parallel longitudinal beams
  • Fig. 1 shows the use according to the invention on a platform on a rocky underground.
  • a Sub-foundation 1 made of lean concrete and as far as possible with respect to Height and direction relative to the tracks, of which only one rail 11 and 12 is aligned.
  • a sub-foundation can also be erected on the head of a bored pile or be formed as a larger base from lean concrete.
  • a prefabricated foundation base 2 is made from the sub-foundation 1 Reinforced concrete.
  • the foundation base 2 is aligned more precisely.
  • the Foundation base 2 is provided with a central blind hole 22. This serves i.a. the anchoring of the foundation base 2 via elastic bearings 21 resting trough-shaped side members 3.
  • the hole 22 can also the foot of lamp masts 44 or masts for a roof over the platform take up.
  • the ends of the trough-shaped rest on the foundation bases 2 Beam 3, the distance between two adjacent foundation bases 2nd spanning.
  • the carriers 3 consist of an approximately horizontal base part 31 the ends of which rest on the foundation bases 2.
  • At the ends of the Base part 31 is approximately rectangular recesses 34 (see Fig. 3) surround the hole 22 of the foundation base 2.
  • In the cross section of the side member 3 go from the base part 31 rising outwardly inclined leg parts 32, 33 out.
  • the leg parts extend to the running plates 4.
  • a preferred angle for the inclination of the leg parts over the Horizontal is an angle of 60 °.
  • other angles are not locked out.
  • the side member can also be designed asymmetrically what, for example, for platforms to be arranged on the side of a double track Can be an advantage.
  • Running plates 4 are arranged between the top ends of the Leg parts 32, 33 and the running plates 4 . Also between the top ends of the Leg parts 32, 33 and the running plates 4 can not shown elastic Bearings are arranged.
  • the running plates 4 preferably extend in particular at Center platforms in one piece from one platform edge 41 to the other Platform edge.
  • the running plates have one side on their underside metallic suitable for grounding - not shown - connection socket for the Connection of the running plates to each other.
  • the running plates 4 are with a gradient of 1.5% to 2% in the transverse direction of the platform. This can be achieved in that the length one leg part smaller than that of the other Thigh part is relative and that its upper sides have a corresponding inclination have to the base part, so that the overlying running plate 4 the desired Slope to a platform edge.
  • the execution of this measure is on not shown in the accompanying drawings.
  • the laying of the running plates 4 is carried out in such a way that between two Plates a narrow gap remains. They can also play against each other locking connecting elements are provided.
  • the gap in the Spacer joints 43 are sealed with a sealing compound if necessary locked.
  • Installation openings 42 can be made in one or more of the running plates 4 be provided. This can be used, for example, to connect the lamps respectively.
  • the interior of the trough-shaped carrier can also other installation lines, not shown, for various purposes contain.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)
  • Aiming, Guidance, Guns With A Light Source, Armor, Camouflage, And Targets (AREA)
  • Lock And Its Accessories (AREA)
  • Train Traffic Observation, Control, And Security (AREA)
  • Railway Tracks (AREA)
  • Input Circuits Of Receivers And Coupling Of Receivers And Audio Equipment (AREA)
  • Radar Systems Or Details Thereof (AREA)
  • Bridges Or Land Bridges (AREA)
  • Gloves (AREA)
  • Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)

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

Die Erfindung betrifft die Verwendung von trogförmigen Längsträgern zur schnellen Montage eines kleinen Bahnsteiges.The invention relates to the use of trough-shaped side members for quick assembly of a small platform.

In der EP-A 0 357 161 ist ein wenigstens teilweise aus Betonfertigteilen bestehender Bahnsteig beschrieben. Dort ruhen auf quer zur 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.EP-A 0 357 161 describes at least partially prefabricated concrete parts existing platform described. There rest across Platform longitudinal axis spaced U-shaped Concrete bases parallel to each other, extending in the longitudinal direction of the platform Side member. On these, running plates are arranged that cross the side members cover and between which there are joints to be cast. The Side members have a rectangular cross section and are only over the Running plates or connected to each other via the U-shaped concrete base.

Aus dem Dokument DE-B- 2 336 411 ist ein Tragwerk für Brücken oder dergleichen, bestehend aus in Brückenlängsrichtung verlaufenden, über die ganze Tragwerksbreite dicht an dicht liegenden Fertigteilträgern mit einem nach oben offenen V-Profil oder einem nach oben offenen Trapezprofil mit nach oben divergierenden Schenkeln aus Stahl- oder Spannbeton und einer über den Fertigteilträgern liegenden, unter Verwendung von die Fertigteilträger schließenden Abdeckplatten und von mit den Fertigteilträgern biegesteif verbundenem Ortbeton hergestellten Fahrbahnplatte, wobei das Tragwerk querträgerlos ist und eine sich über die ganze Tragwerksbreite erstreckende Ortbetonplatte aufweist, welche im Stoßbereich nebeneinanderliegende Fertigteilträger haben, zwischen denen als Schalungselemente ausgebildete Deckplatten zu den oberen Schenkelenden der Fertigteilträger hindurchgreifen.From the document DE-B-2 336 411 is a structure for bridges or the like, consisting of extending in the longitudinal direction of the bridge, over the entire width of the structure close to the precast girders with one after open V-profile at the top or a trapezoidal profile open at the top with upwards divergent legs made of reinforced or prestressed concrete and one over the Precast beams, using the precast beams closing cover plates and rigid with the precast beams connected in-situ concrete roadway slab, the structure is without cross beams and extends across the entire width of the structure Has in-situ concrete slab, which lies side by side in the joint area Have precast beams between which are designed as formwork elements Reach through the cover plates to the upper leg ends of the precast beams.

Die Fertigteilträger sollen mit der überdeckenden Platte zusammen eine orthotrope Platte, also ein einstückiges biegesteifes Bauwerk bilden. Ein derartiges Bauwerk benötigt eine relativ lange Bauzeit. Für einen Bahnsteig ist das Tragwerk überbestimmt und fertigungstechnisch aufwendig.The prefabricated girders should together with the covering plate Orthotropic plate, i.e. form a one-piece, rigid construction. On such a structure requires a relatively long construction time. For a platform is the structure is overdetermined and technically complex.

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 base needed.

Von daher liegt der vorliegenden Erfindung das Problem zugrunde, eine Lösung zu finden, bei der man mit kleineren Betonsockeln auskommt, die Anzahl der notwendigen Betonsockel reduziert, den Einbau und Ausrichtung des Bahnsteiges erleichtert und eine schnelle Montage kleiner Bahnsteige ermöglicht.The present invention is therefore based on the problem, a solution to find where you can get by with smaller concrete bases, the number of necessary concrete base reduced, the installation and alignment of the platform facilitated and quick assembly of small platforms.

Das Problem wird erfindungsgemäß durch Anspruch 1 gelöst. Die abhängigen Ansprüche enthalten vorteilhafte Weiterbildungen der Erfindung.According to the invention, the problem is solved by claim 1. The dependent ones Claims 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 Schenkelteilen besteht. Die Schenkelteile haben aus Gründen der Belastung eine Neigung von größer als 45°, vorzugsweise etwa 60° zur Horizontalen. 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 side members have a cross section that consists of an approximately horizontal base part and starting from these, upwards extending and outwardly inclined leg parts. The Leg parts have an inclination of greater than 45 ° for reasons of load, preferably about 60 ° to the horizontal. The ends of the base parts such longitudinal members each rest on a foundation base. The top Sides of the leg parts form a horizontal and support each other running plates extending transversely to the side member. With one for execution provided example is the width of the running plate between two tracks about 3 m. The length of a running plate in the direction of the central axis of the platform is about 2.5 m. A trough-shaped carrier has a length of about 5 m, making it two Treads supported.

Grundsätzlich können die trogförmigen Träger auch bei 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 die 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 LaufplattenIn principle, the trough-shaped girders can also be used on platforms are, the width of which is determined by two running plates arranged side by side one or two trough-shaped carriers is formed. In this case too Reducing the number of foundation bases may be beneficial. Can also trough-shaped girders also used for platforms lying next to a track become. As far as the terrain formation and the one defined by the railway operator Platform height allows this, the trough shape of the carrier also grants one Escape niche under the running plates, which can be designed to be larger than with running plates resting on parallel longitudinal beams

Die Erfindung wird anhand der beigefügten Zeichnung, die schematisch bevorzugte Ausführungsbeispiele wiedergeben, erläutert.
Es zeigen

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.
The invention is explained with reference to the accompanying drawing, which schematically represent preferred exemplary embodiments.
Show it
Fig. 1:
a platform between two tracks on average;
Fig. 2:
the side view of a partially assembled platform and
Fig. 3:
the top view of the platform of FIG. 2nd

Fig. 1 zeigt die erfindungsgemäße Verwendung bei einem Bahnsteig auf einem felsigen Untergrund. In einer geeigneten Vertiefung des Felses 13 wird ein Unterfundament 1 aus Magerbeton eingebracht und soweit möglich bezüglich der Höhe und Richtung relativ zu den Gleisen, von denen nur jeweils eine Schiene 11 und 12 gezeigt ist, ausgerichtet.Fig. 1 shows the use according to the invention on a platform on a rocky underground. In a suitable depression of the rock 13 is a Sub-foundation 1 made of lean concrete and as far as possible with respect to Height and direction relative to the tracks, of which only one rail 11 and 12 is aligned.

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.If the platform is on another, for example softer, ground a sub-foundation can also be erected on the head of a bored pile or be formed as a larger base from lean concrete.

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 elastische 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 Schenkelteile 32, 33 aus. Die Schenkelteile erstrecken sich bis an die Laufplatten 4. A prefabricated foundation base 2 is made from the sub-foundation 1 Reinforced concrete. The foundation base 2 is aligned more precisely. The Foundation base 2 is provided with a central blind hole 22. This serves i.a. the anchoring of the foundation base 2 via elastic bearings 21 resting trough-shaped side members 3. The hole 22 can also the foot of lamp masts 44 or masts for a roof over the platform take up. The ends of the trough-shaped rest on the foundation bases 2 Beam 3, the distance between two adjacent foundation bases 2nd spanning. The carriers 3 consist of an approximately horizontal base part 31 the ends of which rest on the foundation bases 2. At the ends of the Base part 31 is approximately rectangular recesses 34 (see Fig. 3) surround the hole 22 of the foundation base 2. In the cross section of the side member 3 go from the base part 31 rising outwardly inclined leg parts 32, 33 out. 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.A preferred angle for the inclination of the leg parts over the Horizontal is an angle of 60 °. However, other angles are not locked out. The side member can also be designed asymmetrically what, for example, for platforms to be arranged on the side of a double track Can be an advantage.

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.Two each rest on a trough-shaped longitudinal beam 3 Running plates 4 (see Fig. 2 and 3). Also between the top ends of the Leg parts 32, 33 and the running plates 4 can not shown elastic Bearings are arranged.

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.The running plates 4 preferably extend in particular at Center platforms in one piece from one platform edge 41 to the other Platform edge. The running plates have one side on their underside metallic suitable for grounding - not shown - connection socket for the Connection of the running plates to each other.

Die Laufplatten 4 werden 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 with a gradient of 1.5% to 2% in the transverse direction of the platform. This can be achieved in that the length one leg part smaller than that of the other Thigh part is relative and that its upper sides have a corresponding inclination have to the base part, so that the overlying running plate 4 the desired Slope to a platform edge. The execution of this measure is on 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. Im 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.2 and 3 indicate the assembly of a platform. First, the Foundation base 2 set and aligned. Then the trough-shaped Side member 3 stored. Two running plates 4 are then placed on each of the supports arranged. As far as the running plates 4 have a high dead weight, one is Anchoring to the trough-shaped side members 3 is unnecessary. In the ramp area at the platform ends or, if necessary, on each running plate 4, one can Connection to the side member by usual Halfeniron or dowels or sideways the running plates 4 supporting sheets can be realized. In doing so for example lamp masts 44 in every second foundation base 2 anchored.

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 laying of the running plates 4 is carried out in such a way that between two Plates a narrow gap remains. They can also play against each other locking connecting elements are provided. The gap in the Spacer joints 43 are sealed with a sealing compound if necessary locked.

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 made in one or more of the running plates 4 be provided. This can be used, for example, to connect the lamps respectively. The interior of the trough-shaped carrier can also other installation lines, not shown, for various purposes contain.

Claims (6)

  1. Use of trough shaped longitudinal supports (3) for the rapid assembly of a small railway platform comprising pedestal sections (2) to be spaced to one another towards the longitudinal axis of the platform and provided as precast concrete parts whereon said longitudinal supports (3) which length thereof amounts to approximately the distance between said two pedestal sections (2) will be supported wherein running boards (4) covering transversely said longitudinal supports (3) and projecting therefrom at least on one side will be disposed in a distance forming joints, and wherein said trough shaped longitudinal supports (3) which cross-section thereof comprises an approximately horizontal base portion (31), and leg portions (32, 33) originating therefrom and extending upwardly and being inclined outwardly to form an enlarged refuge bay, with the inclination of said leg portions toward the horizontal line is greater than 45°, said base portion (31) with its ends is placed on a respective singular pedestal section (2), and said running boards (4) will be formed with said supports such that said running boards provide a gentle slope toward an edge of platform.
  2. Use according to claim 1 characterized in that the angle of inclination of said leg portions (32, 33) of said longitudinal supports amounts to approximately 45° to 70° with respect to the horizontal line.
  3. Use according to claim 2 characterized in that the angle of inclination of said leg portions (32, 33) of said longitudinal supports preferably amounts to approximately 60° with respect to the horizontal line.
  4. Use according to claims 1 to 3 in particular as an intermediate platform characterized in that running boards (4) are disposed on said one trough shaped longitudinal support (3) which form the overall width of said platform all in one piece, respectively.
  5. Use according to one or more of claims 1 to 4 characterized in that said two running boards (4) are disposed on said one or two parallel trough shaped longitudinal supports (3).
  6. Use according to one of claims 1 to 5 characterized in that the length of said leg portions (32, 33) is differing, and / or its upper surface comprises an inclination with respect to said base portion (31) such that said running board (4) being supported is disposed with a gentle slope toward an edge of platform.
EP96904815A 1995-02-17 1996-02-16 Use of trough-shaped carriers for rapid set-up of a small station platform Expired - Lifetime EP0756657B1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE29503328U DE29503328U1 (en) 1995-02-17 1995-02-17 platform
DE29503328U 1995-02-17
PCT/EP1996/000682 WO1996025558A1 (en) 1995-02-17 1996-02-16 Station platform

Publications (2)

Publication Number Publication Date
EP0756657A1 EP0756657A1 (en) 1997-02-05
EP0756657B1 true EP0756657B1 (en) 2001-05-09

Family

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Family Applications (1)

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EP96904815A Expired - Lifetime EP0756657B1 (en) 1995-02-17 1996-02-16 Use of trough-shaped carriers for rapid set-up of a small 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)

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* 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
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.
DE202005005445U1 (en) * 2005-04-01 2005-07-07 Msb-Management Gmbh Platform with canopy
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DE4135445C2 (en) * 1991-10-23 1995-12-14 Frenzel Otto Bauunternehmen Platform edge

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EP0756657A1 (en) 1997-02-05
CZ5762U1 (en) 1997-02-24
DE59606868D1 (en) 2001-06-13
PL105650U1 (en) 1997-03-17
HU9602790D0 (en) 1996-11-28
DE29503328U1 (en) 1995-04-13
ATE201076T1 (en) 2001-05-15
WO1996025558A1 (en) 1996-08-22
PL58270Y1 (en) 2000-12-29

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