EP1939357A1 - Flat overhang above ground level as walkway or driveway, in particular platform - Google Patents
Flat overhang above ground level as walkway or driveway, in particular platform Download PDFInfo
- Publication number
- EP1939357A1 EP1939357A1 EP07024090A EP07024090A EP1939357A1 EP 1939357 A1 EP1939357 A1 EP 1939357A1 EP 07024090 A EP07024090 A EP 07024090A EP 07024090 A EP07024090 A EP 07024090A EP 1939357 A1 EP1939357 A1 EP 1939357A1
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- Prior art keywords
- steel
- plates
- elements
- superstructure according
- support elements
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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 a flat superstructure above the ground as walking and driving, in particular platform, according to the preamble of claim 1.
- planar superstructure according to the invention can also be used elsewhere, namely wherever a flat surface is to be created in a technically simple manner.
- Platforms consist of a special superstructure. For this purpose, initially in so-called quiver foundations vertical steel columns are arranged, which have at a distance above the ground horizontal steel beams. These steel beams are arranged parallel to each other and define a plane. On these steel girders of these prefabricated platforms mounted concrete slabs, which are assembled or installed on site to the platform. On these concrete slabs rest then the small plates, which define the walking and driving way.
- the invention has for its object to provide a flat About Construct above the ground as well as walking track, in particular platform, the aforementioned kind which is generally technically simple and inexpensive.
- the steel construction according to the invention can be carried out with prefabrication in the millimeter range.
- elements in the form of intermediate elements for the plates are mounted on these steel substructure elements, thereby a technically very easy way is created to lay the walking and driving path forming plates.
- tile coverings made of concrete, artificial stone, plastic or other composites can be used.
- the superstructure according to the invention above the ground, in particular platform represents a completely new type of covering of any kind. Due to the fast installation option and the high degree of prefabrication, considerable savings in wages and materials are possible.
- the surface water precipitation or condensation water
- a first variant of the steel substructures proposes according to claim 2 planar steel plates. These steel plates can be relatively thin and are placed on the steel beams.
- a second variant provides according to claim 3 that the substructure elements are formed by elongated steel profiles. These steel profiles have between them preferably equal distances and are aligned parallel to each other. Preferably, these steel profiles are perpendicular to the underlying steel beam. These elongated steel profiles may have a suitable cross-sectional shape. Preferably, they are trapezoidal, wherein the support elements are mounted on the top of these steel profiles.
- the steel profiles can be solid. But it is also preferably conceivable that it is hollow body profiles.
- the support elements can be formed selectively, d. H. it is at the support elements to bodies which are mounted on the steel plates or on the steel profiles. In particular, these may be flat bodies.
- the development according to claim 4 proposes that these individual support elements define by appropriate connecting elements a net-like structure, so that a total of a profile network is created.
- the support elements made of plastic, such as neoprene.
- the development according to claim 6 proposes ways to attach the support elements on the steel plate or on the steel beam.
- the steel plates and the steel beams have openings in which the support elements are fixed.
- the support elements can be clipped.
- the underside of the support elements on a locking device instead, it is also possible to screw the support elements in the holes of the steel plate or the steel beam.
- the support elements are connected by means of a simple plug connection or by means of a standard screw with the prefabricated steel plates or steel beams.
- a preferred development according to claim 8 proposes that the plates can be heated by means of a heating device. This creates a heated platform with heated plates.
- the precast platform is equipped with a heating system.
- the water can no longer be on the surface as a snow deposit or as an ice to danger.
- the previously very costly free-hold work during the winter months are greatly reduced and ideally completely avoided. The consequence of this is enormous cost savings for the operators of the platform systems.
- the heating device can be formed according to the embodiment in claim 9 by heating elements, which are located below the plates. Preferably, these are heating mats. These can be inserted into the network formed by the support elements.
- the heating device is formed by heating wires which extend within the plates. This heats the plates directly.
- the platform as in a first embodiment in Fig. 1 to 5 is shown, has a foundation 1 in the form of a so-called Köcherfundaments in the ground 2.
- this foundation 1 vertical steel columns 3 are arranged.
- These steel supports 3 carry horizontal steel beams 4.
- a plurality of such steel beams 4 are arranged parallel to each other over the steel supports 3 at a distance above the ground 2.
- steel plates 5 are laid, as in particular in Fig. 1 is recognizable. These steel plates 5 are provided with holes 6 in the manner of a matrix.
- support elements 7 are attached on the steel plates 5 . These are designed as flat plates and are made of plastic. On the underside, these support elements 7 as Einklips drove a mounting arbor 8. This means that the support elements 7 are inserted with their mounting arbor 8 in the holes 6, so that they engage accordingly.
- the support elements 7 are interconnected by webs 9 firmly together and thus define a grid-like network. This grid-like network can be placed in its entirety on the substructure, which considerably simplifies the assembly.
- a heater This consists of plate-like heating elements 11, which are placed in the grid of the support elements 7 / connecting webs 9. By heating the heating elements 11 melts on the plates 10 befind Anlagen snow or ice, so that the water between adjacent plates 10 drops down and can be removed. Similarly, rainwater or condensation water is discharged.
- the variant in Fig. 6 differs from the embodiment in Fig. 1 to 5 in that instead of the heating elements 11 heating wires 12 are provided, which in the Plates are embedded. These heat equally the plates 10, as the heating elements 11th
- FIGS. 7 and 8 differs from the embodiment in Fig. 1 to 5 in that instead of the steel plate 5 steel profiles 13 are provided. These steel profiles 13 are parallel to each other on the steel beams 4, and that these are aligned perpendicular to each other. These steel sections 13 are formed as trapezoidal sheets. On their tops are equally holes 6 for clipping the support elements. 7
- a heater with heating elements 11 is provided between the plates 10 and the steel profiles 13.
- the embodiment in Fig. 9 finally differs from the embodiment in the FIGS. 7 and 8 in that instead of the heating elements 11 heating wires 12 are provided, which are embedded in the plates 10 (as in the embodiment in FIG Fig. 6 ).
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
- Motorcycle And Bicycle Frame (AREA)
- Ladders (AREA)
- Footwear And Its Accessory, Manufacturing Method And Apparatuses (AREA)
- Bridges Or Land Bridges (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
Description
Die Erfindung betrifft eine ebene Überbaukonstruktion über dem Erdboden als Geh- sowie Fahrweg, insbesondere Bahnsteig, nach dem Oberbegriff des Anspruchs 1.The invention relates to a flat superstructure above the ground as walking and driving, in particular platform, according to the preamble of
Das bevorzugte Anwendungsgebiet der Erfindung sind Bahnsteige. Die erfindungsgemäße ebene Überbaukonstruktion ist jedoch auch anderweitig einsetzbar, nämlich immer dort, wo eine ebene Fläche auf technisch einfache Weise erstellt werden soll.The preferred field of application of the invention are platforms. However, the planar superstructure according to the invention can also be used elsewhere, namely wherever a flat surface is to be created in a technically simple manner.
Bahnsteige bestehen aus einer besonderen Überbaukonstruktion. Hierzu sind zunächst in sogenannten Köcherfundamenten vertikale Stahlstützen angeordnet, welche mit Abstand über dem Erdboden horizontale Stahlträger besitzen. Diese Stahlträger sind zueinander parallel angeordnet und definieren eine Ebene. Auf diesen Stahlträgern dieser Fertigteilbahnsteige lagern Betonplatten, welche vor Ort zu dem Bahnsteig zusammengefügt bzw. verbaut werden. Auf diesen Betonplatten ruhen dann die kleinen Platten, welche den Geh- sowie Fahrweg definieren.Platforms consist of a special superstructure. For this purpose, initially in so-called quiver foundations vertical steel columns are arranged, which have at a distance above the ground horizontal steel beams. These steel beams are arranged parallel to each other and define a plane. On these steel girders of these prefabricated platforms mounted concrete slabs, which are assembled or installed on site to the platform. On these concrete slabs rest then the small plates, which define the walking and driving way.
Das Problem bei den bekannten Betonplatten besteht darin, daß diese wegen der notwendigen Tragfähigkeit sehr dick sein müssen und daher sehr schwer sind. Diese sind daher im Transport sowie in der Montage sehr aufwendig zu verbauen. Des weiteren sind die Toleranzgrenzen der vorgefertigten Betonbauteile sehr groß. Die Genauigkeitsanforderungen im Vorfertigungsgrad sind daher beschränkt. Ein weiterer Nachteil bei den bekannten Bahnsteigen besteht darin, daß sie bei Schneefall von Hand oder mittels entsprechender Räumgeräte geräumt werden müssen. Gleiches gilt bei Eisbildung.The problem with the known concrete slabs is that they must be very thick because of the necessary load-bearing capacity and are therefore very heavy. These are therefore very expensive to install in transport and in the assembly. Furthermore, the tolerance limits of the prefabricated concrete components are very large. The accuracy requirements in the Pre-production levels are therefore limited. Another disadvantage of the known platforms is that they must be cleared by snowfall or by means of appropriate clearing equipment. The same applies to ice formation.
Davon ausgehend liegt der Erfindung die Aufgabe zugrunde, eine ebene Überbaukonstruktion über dem Erdboden als Geh- sowie Fahrweg, insbesondere Bahnsteig, der eingangs angegebenen Art zu schaffen, welche insgesamt technisch einfach sowie kostengünstig ist.On this basis, the invention has for its object to provide a flat About Construct above the ground as well as walking track, in particular platform, the aforementioned kind which is generally technically simple and inexpensive.
Die technische Lösung ist gekennzeichnet durch die Merkmale im Kennzeichen des Anspruchs 1.The technical solution is characterized by the features in the characterizing part of
Dadurch ist eine technisch einfache und preiswerte ebene Überbaukonstruktion über dem Erdboden als Geh- sowie Fahrweg, insbesondere Bahnsteig, aus Fertigteilen mit einer Stahlunterkonstruktion geschaffen. Die Grundidee der erfindungsgemäßen Konstruktion besteht darin, daß statt der bisherigen Betonplatten Stahlelemente verwendet werden, welche auf den im Erdfundament gelagerten Stahlträgern lagern. Die Verwendung von Unterbauelementen aus Stahl hat den Vorteil, daß sie relativ dünn ausgestaltet werden können, so daß sie nur ein relativ geringes Transportgewicht besitzen. Somit lassen sich bedingt durch das geringere Gewicht der Einzelbauteile der Stahlkonstruktion Transport- und Montagekosten senken. Gerade beim Einbau von Fertigteilbahnsteigen an Bundesbahnstrecken lassen sich durch die geringeren Einbauzeiten und den höheren Vorfertigungsgrad erhebliche Kostensenkungen im Bereich von Streckensperrungen und Fahrplanänderungen während der Bauphase erzielen. Anforderungen an Verwindung und anderweitige geometrische Sonderformen können aufgrund der Stahlkonstruktion besser und genauer gefertigt werden. Schließlich kann die erfindungsgemäße Stahlkonstruktion mit einer Vorfertigung im Millimeterbereich erfolgen. Indem auf diesen Stahlunterbauelementen Auflageelemente in Form von Zwischenelementen für die Platten befestigt sind, ist dadurch eine technisch sehr einfache Möglichkeit geschaffen, um die den Geh- sowie Fahrweg bildenden Platten verlegen zu können. Dadurch können handelsübliche Plattenbeläge aus Beton, Kunststein, Kunststoff oder andere Verbundstoffe eingesetzt werden. Die erfindungsgemäße Überbaukonstruktion über dem Erdboden, insbesondere Bahnsteig, stellt eine völlig neuartige Verlegung von Belägen jeglicher Art dar. Durch die schnelle Verlegemöglichkeit und den hohen Vorfertigungsgrad sind erhebliche Lohn- und Materialeinsparungen möglich. Durch die Verlegung der Platten auf den vorgefertigten Auflageelementen kann das Oberflächenwasser (Niederschlag oder Tauwasser) in den offenen Zwischenfugen der Belagsoberfläche ablaufen und hierdurch gezielt abgeleitet werden.As a result, a technically simple and inexpensive flat superstructure above the ground as walking and driving, especially platform, made of precast with a steel substructure. The basic idea of the construction according to the invention is that, instead of the previous concrete slabs, steel elements are used which are supported on the steel supports stored in the earth foundation. The use of steel substructures has the advantage that they can be made relatively thin, so that they have only a relatively low transport weight. Thus, due to the lower weight of the individual components of the steel structure, transport and assembly costs can be reduced. Especially when installing precast concrete platforms on federal railway lines can be achieved by the shorter installation times and the higher degree of prefabrication significant cost reductions in the field of line closures and timetable changes during the construction phase. Requirements for twisting and other special geometric shapes can be made better and more accurate due to the steel structure. Finally, the steel construction according to the invention can be carried out with prefabrication in the millimeter range. By supporting elements in the form of intermediate elements for the plates are mounted on these steel substructure elements, thereby a technically very easy way is created to lay the walking and driving path forming plates. As a result, commercially available tile coverings made of concrete, artificial stone, plastic or other composites can be used. The superstructure according to the invention above the ground, in particular platform, represents a completely new type of covering of any kind. Due to the fast installation option and the high degree of prefabrication, considerable savings in wages and materials are possible. By laying the panels on the prefabricated support elements, the surface water (precipitation or condensation water) can drain into the open intermediate joints of the surface of the covering and can thus be deliberately discharged.
Eine erste Variante der Unterbauelemente aus Stahl schlägt gemäß Anspruch 2 ebene Stahlplatten vor. Diese Stahlplatten können relativ dünn sein und werden auf die Stahlträger aufgelegt.A first variant of the steel substructures proposes according to claim 2 planar steel plates. These steel plates can be relatively thin and are placed on the steel beams.
Eine zweite Variante sieht gemäß Anspruch 3 vor, daß die Unterbauelemente durch längliche Stahlprofile gebildet sind. Diese Stahlprofile weisen zwischen sich vorzugsweise gleiche Abstände auf und sind parallel zueinander ausgerichtet. Vorzugsweise verlaufen diese Stahlprofile dabei senkrecht bezüglich der darunter befindlichen Stahlträger. Diese länglichen Stahlprofile können eine geeignete Querschnittsform besitzen. Vorzugsweise sind sie trapezförmig ausgebildet, wobei auf der Oberseite dieser Stahlprofile die Auflageelemente befestigt sind. Die Stahlprofile können dabei massiv ausgebildet sein. Es ist aber auch vorzugsweise denkbar, daß es sich um Hohlkörperprofile handelt.A second variant provides according to
Die Auflageelemente können punktuell ausgebildet sein, d. h. es handelt sich bei den Auflageelementen um Körper, welche auf den Stahlplatten oder auf den Stahlprofilen befestigt sind. Es kann sich dabei insbesondere um flache Körper handeln. Die Weiterbildung gemäß Anspruch 4 schlägt vor, daß diese einzelnen Auflageelemente durch entsprechende Verbindungselemente ein netzartiges Gebilde definieren, so daß insgesamt ein Profilnetz geschaffen ist.The support elements can be formed selectively, d. H. it is at the support elements to bodies which are mounted on the steel plates or on the steel profiles. In particular, these may be flat bodies. The development according to
Vorzugsweise bestehen gemäß der Weiterbildung in Anspruch 5 die Auflageelemente aus Kunststoff, beispielsweise aus Neopren.Preferably, according to the embodiment in
Die Weiterbildung gemäß Anspruch 6 schlägt Möglichkeiten vor, um die Auflageelemente auf der Stahlplatte oder auf dem Stahlträger zu befestigen. Grundsätzlich weisen die Stahlplatten sowie die Stahlträger Durchbrechungen auf, in welchen die Auflageelemente festgelegt sind. Beispielsweise können die Auflageelemente eingeklipst werden. Zu diesem Zweck weist die Unterseite der Auflageelemente eine Rasteinrichtung auf. Stattdessen ist es auch möglich, die Auflageelemente in den Bohrungen der Stahlplatte oder des Stahlträgers festzuschrauben. Somit werden die Auflageelemente mittels einer einfachen Steckverbindung oder mittels einer Standardschraubverbindung mit den vorgefertigten Stahlplatten bzw. Stahlträgern verbunden.The development according to
Grundsätzlich ist es möglich, daß die auf den Auflageelementen aufliegenden Platten lose aufliegen. Durch eine zusätzliche Verklebung können gemäß der Weiterbildung in anspruch 7 die Platten jedoch gegen Herausheben gesichert werden.In principle, it is possible that the resting on the support elements plates rest loosely. By an additional bonding can be secured against lifting out according to the development in
Weiterhin schlägt eine bevorzugte Weiterbildung gemäß Anspruch 8 vor, daß die Platten mittels einer Heizeinrichtung beheizbar sind. Dadurch ist ein beheizbarer Bahnsteig mit beheizten Platten geschaffen. Somit ist systembedingt der Fertigteilbahnsteig mit einem Heizsystem ausgestattet. Das Wasser kann so nicht mehr auf der Oberfläche als Schneeablagerung oder als Eis zur Gefahr werden. Durch diese automatisierte Oberflächenbeheizung werden die bisher sehr aufwendigen Freihaltearbeiten während der Wintermonate stark reduziert und im Idealfall komplett vermieden. Die Folge davon sind enorme Kosteneinsparungen für die Betreiber der Bahnsteiganlagen.Furthermore, a preferred development according to
Die Heizeinrichtung kann dabei gemäß der Weiterbildung in Anspruch 9 durch Heizelemente gebildet werden, welche sich unterhalb der Platten befinden. Vorzugsweise handelt es sich dabei um Heizmatten. Diese können in das durch die Auflageelemente gebildete Netz eingelegt werden.The heating device can be formed according to the embodiment in
Eine Alternative hierzu schlägt gemäß Anspruch 10 vor, daß die Heizeinrichtung durch Heizdrähte gebildet ist, welche innerhalb der Platten verlaufen. Dadurch werden die Platten direkt beheizt.An alternative to this proposes according to
Ausführungsbeispiele einer erfindungsgemäßen ebenen Überbaukonstruktion über dem Erdboden als Geh- sowie Fahrweg in Form eines Bahnsteigs wird nachfolgend anhand der Zeichnungen beschrieben. In diesen zeigt:
- Fig. 1
- eine Draufsicht auf eine erste Ausführungsform der Überbaukonstruktion;
- Fig. 2
- eine perspektivische Ansicht der Überbaukonstruktion in
Fig. 1 ; - Fig. 3
- eine Querschnittsdarstellung durch den Unterbau unterhalb der Stahlplatte;
- Fig. 4
- einen Schnitt entlang der Linie A - A in
Fig. 1 ; - Fig. 5
- einen Schnitt im Bereich der Befestigung der Auflageelemente mit ihrer Befestigung in der Stahlplatte;
- Fig. 6
- eine zweite Ausführungsform in einer Darstellung entsprechend der in
Fig. 4 ; - Fig. 7
- eine perspektivische Ansicht einer dritten Ausführungsform mit der Verwendung von Stahlprofilen anstatt von Stahlplatten;
- Fig. 8
- einen Schnitt durch die Konstruktion in
Fig. 7 ; - Fig. 9
- eine vierte Ausführungsform, basierend auf der Ausführungsform in
Fig. 7 .und 8
- Fig. 1
- a plan view of a first embodiment of the superstructure construction;
- Fig. 2
- a perspective view of the superstructure in
Fig. 1 ; - Fig. 3
- a cross-sectional view through the substructure below the steel plate;
- Fig. 4
- a section along the line A - A in
Fig. 1 ; - Fig. 5
- a section in the region of the attachment of the support elements with their attachment in the steel plate;
- Fig. 6
- a second embodiment in a representation according to the in
Fig. 4 ; - Fig. 7
- a perspective view of a third embodiment with the use of steel profiles instead of steel plates;
- Fig. 8
- a section through the construction in
Fig. 7 ; - Fig. 9
- A fourth embodiment based on the embodiment of FIG
FIGS. 7 and 8 ,
Der Bahnsteig, wie er in einer ersten Ausführungsform in
Auf den Stahlträgern 4 sind Stahlplatten 5 gelegt, wie dies insbesondere in
Auf den Stahlplatten 5 sind Auflageelemente 7 befestigt. Diese sind als flache Platten ausgebildet und bestehen aus Kunststoff. Unterseitig weisen diese Auflageelemente 7 als Einklipseinrichtung einen Befestigungsdorn 8 auf. Dies bedeutet, daß die Auflageelemente 7 mit ihrem Befestigungsdorn 8 in die Bohrungen 6 hineingesteckt werden, so daß sie entsprechend einrasten. Die Auflageelemente 7 sind untereinander durch Stege 9 fest miteinander verbunden und definieren somit ein gitterartiges Netz. Dieses gitterartige Netz kann dadurch in seiner Gesamtheit auf der Unterbaukonstruktion plaziert werden, was die Montage erheblich vereinfacht.On the
Auf die Auflageelemente 7 werden schließlich Platten 10 aus Beton, Kunststein, Kunststoff oder anderen Verbundstoffen gelegt. Diese definieren den Geh- sowie Fahrweg.On the
Zwischen den Stahlplatten 5 und den Platten 10 befindet sich noch eine Heizeinrichtung. Diese besteht aus plattenartigen Heizelementen 11, welche in das Gitter der Auflageelemente 7/ Verbindungsstege 9 gelegt werden. Durch Beheizen der Heizelemente 11 schmilzt auf den Platten 10 befindlicher Schnee oder Eis, so daß das Wasser zwischen benachbarten Platten 10 nach unten tropft und abgeführt werden kann. Gleichermaßen wird auch Regenwasser oder Tauwasser abgeführt.Between the
Die Ausführungsvariante in
Die Ausführungsform in
Auch bei dieser Ausführungsform ist eine Heizeinrichtung mit Heizelementen 11 zwischen den Platten 10 und den Stahlprofilen 13 vorgesehen.Also in this embodiment, a heater with
Die Ausführungsform in
- 11
- Fundamentfoundation
- 22
- Erdbodenground
- 33
- Stahlstützesteel column
- 44
- Stahlträgersteel beams
- 55
- Stahlplattesteel plate
- 66
- Bohrungdrilling
- 77
- Auflageelementsupport element
- 88th
- Befestigungsdornmounting arbor
- 99
- Verbindungsstegconnecting web
- 1010
- Platteplate
- 1111
- Heizelementheating element
- 1212
- Heizdrahtheating wire
- 1313
- Stahlprofilsteel section
Claims (10)
mit auf einem Fundament (1) des Erdbodens (2) lagernden, zueinander parallelen Stahlträgern (4),
mit auf den Stahlträgern (4) lagernden Unterbauelementen sowie
mit auf den Unterbauelementen lagernden Platten (10), welche den Geh- sowie Fahrweg bilden,
dadurch gekennzeichnet,
daß die Unterbauelemente aus Stahl bestehen und
daß auf diesen Unterbauelementen aus Stahl Auflageelemente (7) befestigt sind, auf denen die Platten (10) gelagert sind.Level superstructure over the ground (2) as walking and driving path, in particular platform,
with steel supports (4) resting on a foundation (1) of the ground (2),
with on the steel girders (4) supporting substructure elements as well
with plates (10) resting on the substructure elements, which form the walking and driving path,
characterized,
that the substructure elements are made of steel and
that supporting elements (7) are mounted on these substructures made of steel, on which the plates (10) are mounted.
dadurch gekennzeichnet,
daß die Unterbauelemente ebene Stahlplatten (5) sind.Superstructure according to claim 1,
characterized,
that the sub-elements are flat steel plates (5).
dadurch gekennzeichnet,
daß die Unterbauelemente durch längliche Stahlprofile (13) gebildet sind.Superstructure according to claim 1,
characterized,
that the base elements are formed by elongated steel profiles (13).
dadurch gekennzeichnet,
daß die Auflageelemente (7) durch Stege (9) miteinander verbunden sind und ein netzartiges Gebilde auf den Unterbauelementen aus Stahl bilden.Superstructure according to one of the preceding claims,
characterized,
in that the support elements (7) are interconnected by webs (9) and form a net-like structure on the steel substructure elements.
dadurch gekennzeichnet,
daß die Auflageelemente (7) aus Kunststoff bestehen.Superstructure according to one of the preceding claims,
characterized,
that the support elements (7) consist of plastic.
dadurch gekennzeichnet,
daß die Auflageelemente (7) in Bohrungen (6) der Unterbauelemente aus Stahl festgelegt, insbesondere eingesteckt, insbesondere eingeklipst, oder festgeschraubt sind.Superstructure according to one of the preceding claims,
characterized,
in that the support elements (7) are fixed in bores (6) of the substructure elements made of steel, in particular inserted, in particular clipped, or screwed tight.
dadurch gekennzeichnet,
daß die Platten (10) auf den Auflageelementen (7) festgeklebt sind.Superstructure according to claim 6,
characterized,
that the plates (10) are glued to the support elements (7).
dadurch gekennzeichnet,
daß die Platten (10) mittels einer Heizeinrichtung beheizbar sind.Superstructure according to one of the preceding claims,
characterized,
that the plates (10) can be heated by a heater.
dadurch gekennzeichnet,
daß die Heizeinrichtung durch Heizelemente (11) gebildet ist, welche sich unterhalb der Platten (10) befinden.Superstructure according to claim 8,
characterized,
in that the heating device is formed by heating elements (11) which are located below the plates (10).
dadurch gekennzeichnet,
daß die Heizeinrichtung durch in den Platten (10) verlaufenden Heizdrähte (12) gebildet ist.Superstructure according to claim 8,
characterized,
in that the heating device is formed by heating wires (12) running in the plates (10).
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE102006060852A DE102006060852B4 (en) | 2006-12-22 | 2006-12-22 | Level superstructure over the ground as walking and driving way, in particular platform |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP1939357A1 true EP1939357A1 (en) | 2008-07-02 |
| EP1939357B1 EP1939357B1 (en) | 2009-09-09 |
Family
ID=39271633
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP07024090A Not-in-force EP1939357B1 (en) | 2006-12-22 | 2007-12-12 | Flat superstructure above ground level as walkway or driveway, in particular railway platform |
Country Status (3)
| Country | Link |
|---|---|
| EP (1) | EP1939357B1 (en) |
| AT (1) | ATE442485T1 (en) |
| DE (2) | DE102006060852B4 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102010019892A1 (en) | 2010-05-07 | 2011-11-10 | Herbert Spengler | Floor cover plate for floor cover plate arrangement, particularly train platform, comprises plate body with integrated heating element for heating floor cover plate by electric energy, where plate body is formed as grid |
| DE102010019891A1 (en) | 2010-05-07 | 2011-11-10 | Hsp Spengler Gmbh & Co.Kg | Prefabricated stationary covering construction-type platform for transportation of filling material to construction site, has transverse beams designed as steel profiles and arranged on longitudinal beams of sub-construction units |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CH569842A5 (en) * | 1973-09-27 | 1975-10-15 | Santandrea Marc G | Heated covering for road surfaces - has solid foundation on which are laid sheets with spacers inbetween to form gap |
| DE29821335U1 (en) * | 1998-11-30 | 1999-04-22 | Hering Bau Produkttechnik GmbH, 57299 Burbach | Makeshift platform |
| DE20014951U1 (en) | 2000-08-30 | 2000-12-28 | Ems Gleisbau Gmbh & Co Kg | platform |
| WO2003014479A1 (en) * | 2001-08-03 | 2003-02-20 | Laing Rail Limited | Prefabricated unit for refurbishment or construction of platforms |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE4308748A1 (en) * | 1992-10-15 | 1994-04-21 | Stelcon Ag | Composite railway platform for passenger trains and tramways - consists of prefab. sections and support plates with legs, corresp. to walking surface |
| JPH0734417A (en) * | 1993-05-18 | 1995-02-03 | Bridgestone Corp | Extension construction for platform |
| JP2557607B2 (en) * | 1994-06-09 | 1996-11-27 | 宮坂ゴム株式会社 | Platform step structure and step material used for it |
-
2006
- 2006-12-22 DE DE102006060852A patent/DE102006060852B4/en not_active Expired - Fee Related
-
2007
- 2007-12-12 AT AT07024090T patent/ATE442485T1/en active
- 2007-12-12 DE DE502007001487T patent/DE502007001487D1/en active Active
- 2007-12-12 EP EP07024090A patent/EP1939357B1/en not_active Not-in-force
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CH569842A5 (en) * | 1973-09-27 | 1975-10-15 | Santandrea Marc G | Heated covering for road surfaces - has solid foundation on which are laid sheets with spacers inbetween to form gap |
| DE29821335U1 (en) * | 1998-11-30 | 1999-04-22 | Hering Bau Produkttechnik GmbH, 57299 Burbach | Makeshift platform |
| DE20014951U1 (en) | 2000-08-30 | 2000-12-28 | Ems Gleisbau Gmbh & Co Kg | platform |
| WO2003014479A1 (en) * | 2001-08-03 | 2003-02-20 | Laing Rail Limited | Prefabricated unit for refurbishment or construction of platforms |
Also Published As
| Publication number | Publication date |
|---|---|
| EP1939357B1 (en) | 2009-09-09 |
| DE102006060852A1 (en) | 2008-07-03 |
| ATE442485T1 (en) | 2009-09-15 |
| DE502007001487D1 (en) | 2009-10-22 |
| DE102006060852B4 (en) | 2009-02-05 |
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