EP0902133A2 - Building steel platform - Google Patents

Building steel platform Download PDF

Info

Publication number
EP0902133A2
EP0902133A2 EP98116938A EP98116938A EP0902133A2 EP 0902133 A2 EP0902133 A2 EP 0902133A2 EP 98116938 A EP98116938 A EP 98116938A EP 98116938 A EP98116938 A EP 98116938A EP 0902133 A2 EP0902133 A2 EP 0902133A2
Authority
EP
European Patent Office
Prior art keywords
steel construction
construction platform
platform according
bars
purlins
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
EP98116938A
Other languages
German (de)
French (fr)
Other versions
EP0902133A3 (en
Inventor
Christian Mingers
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Ohra Regalanlagen GmbH
Original Assignee
Ohra Regalanlagen GmbH
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 Ohra Regalanlagen GmbH filed Critical Ohra Regalanlagen GmbH
Publication of EP0902133A2 publication Critical patent/EP0902133A2/en
Publication of EP0902133A3 publication Critical patent/EP0902133A3/en
Withdrawn legal-status Critical Current

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H5/00Buildings or groups of buildings for industrial or agricultural purposes
    • E04H5/02Buildings or groups of buildings for industrial purposes, e.g. for power-plants or factories
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2409Hooks, dovetails or other interlocking connections
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403Connection details of the elongated load-supporting parts
    • E04B2001/2454Connections between open and closed section profiles
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2484Details of floor panels or slabs
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2496Shear bracing therefor

Definitions

  • the invention is preferably a freestanding trained steel construction platform for the storage of all kinds of goods or as a substructure for e.g. hall offices directed, consisting of vertical supports that over horizontal connecting elements, so-called bars with each other are connected, the latches at the upper ends of the Supports are attached and on the bars of the Stage floor is located.
  • Up-to-date storage design goes along with the optimal input and Outsourcing of all kinds of goods and securing the Material flow from the optimal use of the available outstanding rooms, with the aim of cost per square meter to keep as low as possible.
  • the task is solved with the characteristic Features of claim 1 in a preferably free-standing trained stage for the storage of goods of all kinds or as Substructure for, for example, hall offices in that the connections between the vertical supports and the Bolts are designed to be pluggable.
  • the steel construction platform whose connections between the vertical Supports and the latches pluggable according to the invention are made up of vertical, with a Base plate provided supports, depending on their position in the stage (central, central or corner supports) on their upper ends laterally two to four, preferably forged fork-shaped elements, for example by welding are arranged.
  • the vertical supports are used to stiffen the platform horizontal and vertical cross associations (horizontal and Vertical bandages).
  • the Vertical supports below the fork-shaped elements variable Plates attached to which by screwing, for example by means of so-called eyebolts Cross braces are attached.
  • eyebolts Cross braces are attached.
  • the hooked latches locked and against secured unintentional loosening of the plug connection.
  • the steel construction platform from their Elements vertical supports, transoms, purlins, stairs, largely by plug-in connection and by support elements assembling is a quick and easy assembly possible, and the steel construction platform can work on a modular basis changed or expanded as required in the longitudinal and transverse directions or be shortened.
  • the steel construction stage (10) shown in FIGS. 1 to 3 consists of a total of eight in this embodiment Vertical supports, namely a central support (11), two Center supports (13) and five corner supports (14), each on their upper ends connected to each other via bars (15) are.
  • the vertical supports are used to stabilize the steel construction platform (11, 13, 14) horizontally with a horizontal bandage (12, Fig. 1) and vertically with a vertical bandage (16, Fig. 3) connected with each other.
  • a horizontal bandage (12, Fig. 1) In the vertical supports (11, 13, 14) and the bars (15) connecting them formed three Fields are so-called purlins (21) with their hook-shaped Support elements (22, Fig. 15) placed on the latch, and in such a way that, as shown in particular in FIG. 2, in neighboring Field the purlins (21) horizontally by 90 ° are rotated against each other. That way according to the invention an equalization of the contact load reached, formed by the stage floor (17) with on it stored goods (19).
  • a staircase (18) leads to the stage floor (17) with the help (of not shown) support elements only on one Latch (15) is placed while another staircase (25) is on a side platform is permanently installed.
  • Figures 4 and 5 show a front view and a top view a central support (11), one on each of its sides such fork-shaped element (20) attached, preferably is welded on.
  • Figure 6 shows the corresponding top view a central support (13) with three fork-shaped elements (20)
  • 7 shows the top view of a corner support (14) with two fork-shaped elements (20).
  • variable plate (24) to which eyebolts (23, 12) the cross associations (horizontal and vertical associations) are attached, which also prevents accidental loosening of the Plug connections between vertical supports (11, 13, 14) and the bars (15) is prevented.
  • a fork-shaped element (20) is shown in FIGS different views.
  • the fork-shaped element (20) preferably manufactured as a forging, which with its lower leg (31) in this embodiment on a Side surface of the supports (11, 13, 14) is welded, has an elongated on its upper leg (27) Recess (28) to the assembly of the latch (15) allow that from a T-profile or double-T profile are made.
  • FIG. 15 Such a bolt is shown in a front view in FIG (15), made from a double-T profile; Figure 14 shows the corresponding top view.
  • FIG. 17 Laterally at the top of the Head ends of a bolt (15) are flat iron (29) over the welded entire width of the bolt (15).
  • This flat iron (29) are, as also clearly shown in FIG. 17, in the fork-shaped elements (20) hooked, creating a stable Connection between the bolts (15) and the corresponding one Vertical support (11, 13, 14) is made.
  • eye bolts (23) Through the subsequent screwing of the cross braces - Horizontal bandages (12) and vertical bandages (16) - in the variable plate (24) by means of eye bolts (23), such as is clearly shown in FIG Latch (15) without loosening it beforehand Screw connections no longer possible.
  • Each latch (15) is thus secured in place.
  • the eyebolts (23) are according to FIGS. 11 and 12 with its shaft (30) in corresponding threaded holes the variable plate (24) screwed and the flat one Hole (32) provided tab (31) of the eye bolts (23) connected to the cross associations (12, 16).
  • the eye bolts (23) also serve as an anti-lift device for the suspended Latch (15).
  • the embodiment of a steel construction platform according to the Invention which is a simple way through connectors and Support elements releasable through their components vertical supports, Bars, purlins and stairs, is composed and also disassembled in a simple manner and after Modular principle can be changed in the longitudinal and transverse directions, is regarding the design of the plug connections and Support elements, the profiles used and the the screw and weld connections described can be varied, provided the basic idea of the invention, the connection between the individual components can be easily removed, especially plug-in training, is retained.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Warehouses Or Storage Devices (AREA)
  • Load-Engaging Elements For Cranes (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The lighting device has a base (4) and a lighting body (2) including at least one light source (9). The body can turn about a first rotation axis (19). It can also turn on a bearing arm (3) about a second rotation axis (25). The two rotation axes are aligned in different directions. The lighting body may be able to turn about a rotation axis which runs through the base, or the bearing arm with the lighting body on it may be able to turn about such an axis. The two rotation axes may be orthogonal to each other.

Description

Die Erfindung ist auf eine vorzugsweise freistehend ausgebildete Stahlbaubühne zur Lagerung von Gütern aller Art oder als Unterkonstruktion für beispielsweise Hallenbüros gerichtet, bestehend aus vertikalen Stützen, die über horizontale Verbindungselemente, sogenannte Riegel miteinander verbunden sind, wobei die Riegel an den oberen Enden der Stützen angebracht sind und sich auf den Riegeln der Bühnenboden befindet.The invention is preferably a freestanding trained steel construction platform for the storage of all kinds of goods or as a substructure for e.g. hall offices directed, consisting of vertical supports that over horizontal connecting elements, so-called bars with each other are connected, the latches at the upper ends of the Supports are attached and on the bars of the Stage floor is located.

Zeitgemäße Lagergestaltung geht, neben der optimalen Ein- und Auslagerung von Gütern aller Art und der Sicherstellung des Materialflusses von der optimalen Nutzung der zur Verfügung stehenden Räume aus, mit dem Ziel, die Kosten pro Quadratmeter möglichst niedrig zu halten.Up-to-date storage design goes along with the optimal input and Outsourcing of all kinds of goods and securing the Material flow from the optimal use of the available outstanding rooms, with the aim of cost per square meter to keep as low as possible.

Dieses Anforderungsprofil ist in vielen Fällen durch Überbauung vorhandener Lagerflächen, Werkstätten, Maschinenräume etc. zu erreichen. Auch bei Unterkonstruktionen für beispielsweise Hallenbüros bieten Bühnenkonstruktionen der oben genannten Art die optimale Raumnutzung.In many cases this requirement profile is passed Development of existing storage areas, workshops, To reach machine rooms etc. Also with substructures stage constructions of the above type the optimal use of space.

Bei bekannten derartigen Bühnen sind die einzelnen Elemente wie vertikale Stützen, Riegel sowie Versteifungselemente durch Verschraubung oder durch Verschweißung fest miteinander verbunden, was lange Montage - und Demontagezeiten bedeutet und Schwierigkeiten bei einer gewünschten Veränderung der Bühnengröße zur Folge hat.In known such stages, the individual elements such as vertical supports, transoms and stiffening elements Screw connection or by welding firmly together connected, which means long assembly and disassembly times and difficulties in changing the desired Stage size.

Es ist Aufgabe der Erfindung, eine Stahlbaubühne der genannten Art zu schaffen, bei der unter Vermeidung der aufgezeigten Nachteile eine Montage oder Demontage sowie eine Veränderung der Baugröße der Stahlbaubühne in einfacher Weise möglich ist.It is an object of the invention, a steel construction platform of the above Way of creating while avoiding the shown Disadvantages of assembly or disassembly as well as a change the size of the steel construction platform is possible in a simple manner.

Die gestellte Aufgabe wird gelöst mit den kennzeichnenden Merkmalen des Anspruchs 1 bei einer vorzugsweise freistehend ausgebildeten Bühne zur Lagerung von Gütern aller Art oder als Unterkonstruktion für beispielsweise Hallenbüros dadurch, dass die Verbindungen zwischen den vertikalen Stützen und den Riegeln steckbar ausgebildet sind.The task is solved with the characteristic Features of claim 1 in a preferably free-standing trained stage for the storage of goods of all kinds or as Substructure for, for example, hall offices in that the connections between the vertical supports and the Bolts are designed to be pluggable.

Vorteilhafte Ausgestaltungen der Erfindung sind in den Unteransprüchen angegeben.Advantageous embodiments of the invention are in the Subclaims specified.

Die Stahlbaubühne, deren Verbindungen zwischen den vertikalen Stützen und den Riegeln gemäß der Erfindung steckbar ausgebildet sind, besteht aus vertikalen, mit einer Bodenplatte versehenen Stützen, an die je nach ihrer Position in der Bühne (Zentral, Mittel- oder Eckstützen) an ihren oberen Enden seitlich zwei bis vier vorzugsweise geschmiedete gabelförmige Elemente durch beispielsweise Schweißung angeordnet sind.The steel construction platform, whose connections between the vertical Supports and the latches pluggable according to the invention are made up of vertical, with a Base plate provided supports, depending on their position in the stage (central, central or corner supports) on their upper ends laterally two to four, preferably forged fork-shaped elements, for example by welding are arranged.

In diese gabelförmigen Elemente werden die die Stützen verbindenden, aus IPE-Profilen gefertigten Riegel mit jeweils einem kopfseitig an den Riegeln befindlichen Flacheisen eingehängt, wodurch eine einfache und schnelle Montage möglich ist.In these fork-shaped elements are the supports connecting bars made of IPE profiles with each a flat iron on the head side of the bars hooked in, which makes installation quick and easy is.

Zur Versteifung der Bühne sind die Vertikalstützen durch horizontale und vertikale Kreuzverbände (Horizontal- und Vertikalverbände) miteinander verbunden. Hierzu sind an den Vertikalstützen unterhalb der gabelförmigen Elemente variable Platten befestigt, an die mittels Verschraubung, beispielsweise mittels sogenannter Augenschrauben, die Kreuzverbände befestigt sind. Zusätzlich werden durch diese Maßnahme die eingehängten Riegel arretiert und gegen ein unbeabsichtigtes Lösen der Steckverbindung gesichert.The vertical supports are used to stiffen the platform horizontal and vertical cross associations (horizontal and Vertical bandages). For this purpose, the Vertical supports below the fork-shaped elements variable Plates attached to which by screwing, for example by means of so-called eyebolts Cross braces are attached. In addition, through this Measure the hooked latches locked and against secured unintentional loosening of the plug connection.

Auf die die vertikalen Stützen verbindenden Riegel sind sogenannte Pfetten aufgelegt, wobei sich eine Arretierung durch hakenförmige Auflageelemente der Pfetten ergibt, die an den Kopfenden der Pfetten angeordnet sind und um die Riegel greifen.On the bars connecting the vertical supports so-called purlins placed, with a lock results from hook-shaped support elements of the purlins the head ends of the purlins are arranged and around the bars to grab.

Gemäß einer vorteilhaften Ausgestaltung der Erfindung werden die von jeweils vier Stützen in Verbindung mit den Riegeln gebildeten Felder mit den Pfetten wechselseitig belegt, so dass die Pfetten benachbarter Felder jeweils horizontal gegeneinander um 90° gedreht sind. Auf diese Weise wird mit Vorteil die Flächenbelastung auf möglichst viele Riegel verteilt und somit vergleichmäßigt.According to an advantageous embodiment of the invention that of four supports in connection with the transoms formed fields with the purlins mutually occupied, see above that the purlins of adjacent fields are each horizontal are rotated against each other by 90 °. This way, with Advantage of the area load on as many bars as possible distributed and thus evened out.

Auf die durch die Riegel und den dazwischen aufliegenden Pfetten gebildete Fläche ist nun der Bühnenboden aufgelegt, der beispielsweise mit Nut und Feder verlegt sein kann.On the bars and the ones in between The stage floor is now placed on the purlin surface, which can be laid with tongue and groove, for example.

Auch eine zum Bühnenboden führende Treppe ist mit der Stahlbaubühne nicht fest verbunden sondern ist durch Auflageelemente, die auf einen Riegel aufgelegt sind, lösbar montiert.There is also a staircase leading to the stage floor with the Steel construction platform is not firmly connected but is through Support elements that are placed on a latch, releasable assembled.

Durch die Merkmale der Erfindung, die Stahlbaubühne aus ihren Elementen Vertikalstützen, Riegel, Pfetten, Treppen, weitgehend durch Steckverbindung sowie durch Auflageelemente zusammenzusetzen, ist eine schnelle und einfache Montage möglich, und die Stahlbaubühne kann im Baukastenprinzip beliebig in Längs- und Querrichtung verändert bzw. erweitert oder verkürzt werden.Due to the features of the invention, the steel construction platform from their Elements vertical supports, transoms, purlins, stairs, largely by plug-in connection and by support elements assembling is a quick and easy assembly possible, and the steel construction platform can work on a modular basis changed or expanded as required in the longitudinal and transverse directions or be shortened.

Weitere Vorteile, Einzelheiten und Merkmale der Erfindung ergeben sich aus den nachfolgenden Erläuterungen zu einem in schematischen Zeichnungsfiguren dargestellten Ausführungsbeispiel.Further advantages, details and features of the invention result from the following explanations for an in illustrated schematic drawing figures Embodiment.

Es zeigen:

Fig. 1
eine Draufsicht auf eine Bühne mit aufgelegten Riegeln mit Horizontalverband,
Fig. 2
eine Draufsicht auf eine Bühne mit aufgelegten Pfetten,
Fig. 3
eine Seitenansicht der Bühne gemäß Fig. 1 und 2 mit Vertikalverband,
Fig. 4
eine Zentralstütze in Vorderansicht,
Fig. 5
eine Zentralstütze in Draufsicht,
Fig. 6
eine Mittelstütze in Draufsicht,
Fig. 7
eine Eckstütze in Draufsicht,
Fig. 8
Vorderansicht des gabelförmigen Elementes,
Fig. 9
Seitenansicht des gabelförmigen Elementes gemäß Fig. 8,
Fig. 10
Draufsicht des gabelförmigen Elementes gemäß Fig. 8,
Fig. 11
Seitenansicht auf eine Augenschraube,
Fig. 12
Seitenansicht auf eine Augenschraube gemäß Fig. 11 um 90° gedreht,
Fig. 13
Seitenansicht eines Riegels,
Fig. 14
Draufsicht eines Riegels gemäß Fig. 13,
Fig. 15
Seitenansicht einer Pfette,
Fig. 16
Draufsicht einer Pfette gemäß Fig. 15,
Fig. 17
eingelegter Riegel in ein gabelförmiges Element, in Seitenansicht,
Fig. 18
Draufsicht einer Zentralstütze mit montiertem Horizontal- und Vertikalverband.
Show it:
Fig. 1
a plan view of a stage with applied bars with horizontal bandage,
Fig. 2
a top view of a stage with purlins on top,
Fig. 3
1 and 2 with a vertical bandage,
Fig. 4
a central support in front view,
Fig. 5
a central support in top view,
Fig. 6
a central support in top view,
Fig. 7
a corner support in top view,
Fig. 8
Front view of the fork-shaped element,
Fig. 9
Side view of the fork-shaped element according to FIG. 8,
Fig. 10
Top view of the fork-shaped element according to FIG. 8,
Fig. 11
Side view of an eyebolt,
Fig. 12
Side view of an eye screw according to FIG. 11 rotated by 90 °,
Fig. 13
Side view of a latch,
Fig. 14
Top view of a bolt according to FIG. 13,
Fig. 15
Side view of a purlin,
Fig. 16
Top view of a purlin according to FIG. 15,
Fig. 17
inserted bar in a fork-shaped element, in side view,
Fig. 18
Top view of a central support with assembled horizontal and vertical braces.

Die in den Figuren 1 bis 3 dargestellte Stahlbaubühne (10) besteht in diesem Ausführungsbeispiel aus insgesamt acht Vertikalstützen, und zwar einer Zentralstütze (11), zwei Mittelstützen (13) sowie fünf Eckstützen (14), die jeweils an ihren oberen Enden über Riegel (15) miteinander verbunden sind.The steel construction stage (10) shown in FIGS. 1 to 3 consists of a total of eight in this embodiment Vertical supports, namely a central support (11), two Center supports (13) and five corner supports (14), each on their upper ends connected to each other via bars (15) are.

Zur Stabilisierung der Stahlbaubühne sind die Vertikalstützen (11, 13, 14) horizontal mit einem Horizontalverband (12, Fig. 1) und vertikal mit einem Vertikalverband (16, Fig. 3) miteinander verbunden. In die von den Vertikalstützen (11, 13, 14) und den sie verbindenden Riegeln (15) gebildeten drei Felder sind sogenannte Pfetten (21) mit ihren hakenförmigen Auflageelementen (22, Fig. 15) auf die Riegel aufgelegt, und zwar so, dass, wie insbesondere Fig. 2 zeigt, in benachbarte Felder die Pfetten (21) jeweils horizontal um 90° gegeneinander gedreht sind. Auf diese Weise wird erfindungsgemäß eine Vergleichmäßigung der Auflagelast erreicht, gebildet durch den Bühnenboden (17) mit darauf abgelegtem Lagergut (19).The vertical supports are used to stabilize the steel construction platform (11, 13, 14) horizontally with a horizontal bandage (12, Fig. 1) and vertically with a vertical bandage (16, Fig. 3) connected with each other. In the vertical supports (11, 13, 14) and the bars (15) connecting them formed three Fields are so-called purlins (21) with their hook-shaped Support elements (22, Fig. 15) placed on the latch, and in such a way that, as shown in particular in FIG. 2, in neighboring Field the purlins (21) horizontally by 90 ° are rotated against each other. That way according to the invention an equalization of the contact load reached, formed by the stage floor (17) with on it stored goods (19).

Zum Bühnenboden (17) führt eine Treppe (18), die mit Hilfe (von nicht dargestellten) Auflageelementen nur auf einen Riegel (15) aufgelegt ist, während eine weitere Treppe (25) an ein seitliches Podest fest installiert ist.A staircase (18) leads to the stage floor (17) with the help (of not shown) support elements only on one Latch (15) is placed while another staircase (25) is on a side platform is permanently installed.

Wie in den Figuren 4 bis 7 dargestellt ist, besitzen die aus einem Vierkantprofil gefertigten vertikalen Stützen (11, 13, 14) an ihrem unteren Ende eine angeschweißte Bodenplatte (26), mit der sie mittels vorhandener Bohrungen in der Bodenplatte (26) auf dem Boden fest verankerbar sind. An ihrem oberen Ende sind je nach Stützenart zwei bis vier gabelförmige Elemente (20) angeschweißt, in die die Riegel (15) eingelegt sind.As shown in Figures 4 to 7, they have a vertical profile (11, 13, 14) a welded base plate (26) at its lower end, with which they are drilled in the base plate (26) can be firmly anchored to the floor. At their top end are two to four fork-shaped elements, depending on the type of column (20) welded into which the bolts (15) are inserted.

Die Figuren 4 und 5 zeigen in Vorderansicht und Draufsicht eine Zentralstütze (11), bei der an je einer ihrer Seiten ein solches gabelförmiges Element (20) angebracht, vorzugsweise angeschweißt ist. Figur 6 zeigt die entsprechende Draufsicht einer Mittelstütze (13) mit drei gabelförmigen Elementen (20), die Figur 7 die Draufsicht einer Eckstütze (14) mit zwei gabelförmigen Elementen (20).Figures 4 and 5 show a front view and a top view a central support (11), one on each of its sides such fork-shaped element (20) attached, preferably is welded on. Figure 6 shows the corresponding top view a central support (13) with three fork-shaped elements (20), 7 shows the top view of a corner support (14) with two fork-shaped elements (20).

Unterhalb eines gabelförmigen Elementes (20) befindet sich eine variable Platte (24), an die mittels Augenschrauben (23, Fig. 12) die Kreuzverbände (Horizontal- und Vertikalverbände) befestigt sind, wodurch auch ein unbeabsichtigtes Lösen der Steckverbindungen zwischen Vertikalstützen (11, 13, 14) und den Riegeln (15) verhindert wird.Is located below a fork-shaped element (20) a variable plate (24) to which eyebolts (23, 12) the cross associations (horizontal and vertical associations) are attached, which also prevents accidental loosening of the Plug connections between vertical supports (11, 13, 14) and the bars (15) is prevented.

In den Figuren 8 bis 10 ist ein gabelförmiges Element (20) in verschiedenen Ansichten dargestellt. Das gabelförmige Element (20), vorzugsweise als Schmiedestück gefertigt, das mit seinem unteren Schenkel (31) in diesem Ausführungsbeispiel an einer Seitenfläche der Stützen (11, 13, 14) angeschweißt ist, besitzt an seinem oberen Schenkel (27) eine längliche Aussparung (28), um die Montage der Riegel (15) zu ermöglichen, die aus einem T-Profil oder Doppel-T-Profil gefertigt sind.A fork-shaped element (20) is shown in FIGS different views. The fork-shaped element (20), preferably manufactured as a forging, which with its lower leg (31) in this embodiment on a Side surface of the supports (11, 13, 14) is welded, has an elongated on its upper leg (27) Recess (28) to the assembly of the latch (15) allow that from a T-profile or double-T profile are made.

In Figur 13 ist in einer Vorderansicht ein derartiger Riegel (15), gefertigt aus einem Doppel-T-Profil dargestellt; Figur 14 zeigt die entsprechende Draufsicht. Seitlich oben an den Kopfenden eines Riegels (15) sind Flacheisen (29) über die gesamte Breite des Riegels (15) angeschweißt. Diese Flacheisen (29) werden, wie auch anschaulich die Figur 17 zeigt, in die gabelförmigen Elemente (20) eingehängt, wodurch eine stabile Verbindung zwischen den Riegeln (15) und der entsprechenden Vertikalstütze (11, 13, 14) hergestellt ist. Durch die nachfolgende Verschraubung der Kreuzverbände - Horizontalverbände (12) und Vertikalverbände (16) - in die variable Platte (24) mittels Augenschrauben (23), wie anschaulich in Figur 18 dargestellt ist, ist ein Aushängen der Riegel (15) ohne vorhergehendes Lösen dieser Schraubverbindungen nicht mehr möglich. Jeder Riegel (15) ist somit ortsfest gesichert.Such a bolt is shown in a front view in FIG (15), made from a double-T profile; Figure 14 shows the corresponding top view. Laterally at the top of the Head ends of a bolt (15) are flat iron (29) over the welded entire width of the bolt (15). This flat iron (29) are, as also clearly shown in FIG. 17, in the fork-shaped elements (20) hooked, creating a stable Connection between the bolts (15) and the corresponding one Vertical support (11, 13, 14) is made. Through the subsequent screwing of the cross braces - Horizontal bandages (12) and vertical bandages (16) - in the variable plate (24) by means of eye bolts (23), such as is clearly shown in FIG Latch (15) without loosening it beforehand Screw connections no longer possible. Each latch (15) is thus secured in place.

Die Augenschrauben (23) sind nach den Figuren 11 und 12 dazu mit ihrem Schaft (30) in entsprechende Bohrungen mit Gewinde der variablen Platte (24) geschraubt und die flache, mit einer Bohrung (32) versehenen Lasche (31) der Augenschrauben (23) mit den Kreuzverbänden (12, 16) verbunden. Die Augenschrauben (23) dienen gleichzeitig als Aushebesicherung der eingehängten Riegel (15).The eyebolts (23) are according to FIGS. 11 and 12 with its shaft (30) in corresponding threaded holes the variable plate (24) screwed and the flat one Hole (32) provided tab (31) of the eye bolts (23) connected to the cross associations (12, 16). The eye bolts (23) also serve as an anti-lift device for the suspended Latch (15).

Zur Vergleichmäßigung der auf den Riegeln (15) aufliegenden Last werden mit Abstand voneinander Pfetten (21) verlegt, die gleichfalls nicht mit den Riegeln (15) fest verbunden werden, sondern nur einfach mit Hilfe ihrer hakenförmigen Auflageelemente (22) auf die Riegel aufgelegt sind. In den Figuren 15 und 16 sind beispielhaft die hakenförmigen Auflageelemente der Pfetten (21) in Vorderansicht und Draufsicht dargestellt.To even out those lying on the bars (15) Loads are placed at a distance from each other with purlins (21) likewise not be firmly connected to the bolts (15), but simply with the help of their hook-shaped Support elements (22) are placed on the latch. In the Figures 15 and 16 are examples of the hook-shaped Support elements of the purlins (21) in front view and Shown top view.

Das Ausführungsbeispiel einer Stahlbaubühne gemäß der Erfindung, die ein einfacher Weise durch Steckverbindungen und Auflageelemente lösbar durch ihre Bauteile Vertikalstützen, Riegel, Pfetten und Treppe, zusammengesetzt ist und gleichfalls in einfacher Weise auch demontierbar und nach dem Baukastenprinzip in Längs- und Querrichtung veränderbar ist, ist bezüglich der Ausbildung der Steckverbindungen und Auflageelemente, der verwendeten Profile sowie der geschilderten Schraub- und Schweißverbindungen variierbar, sofern der Grundgedanke der Erfindung, die Verbindung zwischen den einzelnen Bauteilen auf einfache Weise lösbar, insbesondere steckbar auszubilden, erhalten bleibt.The embodiment of a steel construction platform according to the Invention, which is a simple way through connectors and Support elements releasable through their components vertical supports, Bars, purlins and stairs, is composed and also disassembled in a simple manner and after Modular principle can be changed in the longitudinal and transverse directions, is regarding the design of the plug connections and Support elements, the profiles used and the the screw and weld connections described can be varied, provided the basic idea of the invention, the connection between the individual components can be easily removed, especially plug-in training, is retained.

Claims (11)

Stahlbaubühne zur Lagerung von Gütern aller Art oder als Unterkonstruktion für beispielsweise Hallenbüros, vorzugsweise freistehend ausgebildet, bestehend aus vertikalen Stützen (11, 13, 14), die über horizontale Verbindungselemente, sogenannte Riegel (15) miteinander verbunden sind, wobei die Riegel (15) an den oberen Enden der Stützen (11, 13, 14) angebracht sind und sich auf den Riegeln (15) der Bühnenboden (17) befindet, dadurch gekennzeichnet, dass die Verbindungen zwischen den vertikalen Stützen (11, 13, 14) und den Riegeln (15) steckbar ausgebildet sind.Steel construction platform for the storage of goods of all kinds or as a substructure for e.g. hall offices, preferably free-standing, consisting of vertical supports (11, 13, 14) which are connected to one another via horizontal connecting elements, so-called bars (15), the bars (15) are attached to the upper ends of the supports (11, 13, 14) and the stage floor (17) is located on the transoms (15), characterized in that the connections between the vertical supports (11, 13, 14) and the transoms (15) are designed to be pluggable. Stahlbaubühne nach Anspruch 1, dadurch gekennzeichnet, dass die Riegel (15) in gabelförmige Elemente (20) eingesteckt sind, die seitlich am oberen Ende der vertikalen Stützen (11, 13, 14) angeordnet sind.Steel construction platform according to claim 1, characterized in that the bars (15) are inserted into fork-shaped elements (20) which are arranged laterally at the upper end of the vertical supports (11, 13, 14). Stahlbaubühne nach Anspruch 1 oder 2, dadurch gekennzeichnet, dass die gabelförmigen Elemente (20) als Schmiedeteile gefertigt sind.Steel construction platform according to claim 1 or 2, characterized in that the fork-shaped elements (20) are made as forged parts. Stahlbaubühne nach einem oder mehreren der Ansprüche 1 bis 3, dadurch gekennzeichnet, dass die Riegel (15) aus IPE-Profilen gefertigt sind.Steel construction platform according to one or more of claims 1 to 3, characterized in that the bars (15) are made of IPE profiles. Stahlbaubühne nach einem oder mehreren der Ansprüche 1 bis 4, dadurch gekennzeichnet, dass auf die Riegel (15) sogenannte Pfetten (21) mit an ihren Kopfseiten befindlichen hakenförmigen Auflageelementen (22) aufgelegt sind. Steel construction platform according to one or more of claims 1 to 4, characterized in that so-called purlins (21) with hook-shaped support elements (22) located on their head sides are placed on the bars (15). Stahlbaubühne nach Anspruch 5, dadurch gekennzeichnet, dass die Pfetten (21) in die aus jeweils vier Vertikalstützen gebildeten Felder so verlegt werden, dass die Pfetten (21) benachbarter Felder gegeneinander horizontal um 90° gedreht sind.Steel construction platform according to claim 5, characterized in that the purlins (21) are moved into the fields formed from four vertical supports each such that the purlins (21) of adjacent fields are rotated horizontally by 90 ° relative to one another. Stahlbaubühne nach Anspruch 5 oder 6, dadurch gekennzeichnet, dass die Pfetten (21) aus Vierkantrohr gefertigt sind.Steel construction platform according to claim 5 or 6, characterized in that the purlins (21) are made of square tube. Stahlbaubühne nach einem oder mehreren der Ansprüche 1 bis 7, dadurch gekennzeichnet, dass die horizontalen Stützen (11, 13, 14) zur Versteifung horizontal und vertikal diagonal durch Kreuzverbände (12, 16) (Horizontal- und Vertikalverbände) miteinander durch Verschraubung verbunden sind.Steel construction platform according to one or more of claims 1 to 7, characterized in that the horizontal supports (11, 13, 14) are connected horizontally and vertically diagonally by cross braces (12, 16) (horizontal and vertical braces) to each other by screwing. Stahlbaubühne nach Anspruch 8, dadurch gekennzeichnet, dass zur Verschraubung der Kreuzverbände (12, 16) Augenschrauben (23) verwendet werden, die in einer unterhalb des gabelförmigen Elementes (20) befindlichen variablen Platte (24) eingeschraubt sind.Steel construction platform according to claim 8, characterized in that eyebolts (23) are used for screwing the cross braces (12, 16), which are screwed into a variable plate (24) located below the fork-shaped element (20). Stahlbaubühne nach einem oder mehreren der Ansprüche 1 bis 9, dadurch gekennzeichnet, dass eine Treppe (18) zum Bühnenboden (17) führt und die Treppe (18) mittels Auflageelementen auf einem Riegel (15) aufgelegt ist.Steel construction platform according to one or more of claims 1 to 9, characterized in that a staircase (18) leads to the stage floor (17) and the staircase (18) is placed on a bar (15) by means of support elements. Stahlbaubühne nach einem oder mehreren der Ansprüche 1 bis 10, dadurch gekennzeichnet, dass die Stahlbaubühne (10) nach dem Baukastenprinzip beliebig in Längs- und Querrichtung veränderbar ist.Steel construction platform according to one or more of claims 1 to 10, characterized in that the steel construction platform (10) can be changed as desired in the longitudinal and transverse directions according to the modular principle.
EP98116938A 1997-09-11 1998-09-08 Building steel platform Withdrawn EP0902133A3 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE29716357U DE29716357U1 (en) 1997-09-11 1997-09-11 Steel construction platform
DE29716357U 1997-09-11

Publications (2)

Publication Number Publication Date
EP0902133A2 true EP0902133A2 (en) 1999-03-17
EP0902133A3 EP0902133A3 (en) 2000-08-23

Family

ID=8045875

Family Applications (1)

Application Number Title Priority Date Filing Date
EP98116938A Withdrawn EP0902133A3 (en) 1997-09-11 1998-09-08 Building steel platform

Country Status (2)

Country Link
EP (1) EP0902133A3 (en)
DE (1) DE29716357U1 (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR646996A (en) * 1927-05-26 1928-11-19 Improvements made to frames for constructions
WO1990006406A1 (en) * 1988-12-01 1990-06-14 Gunnar Serneblad Arrangement for house building frames
EP0421905A1 (en) * 1989-10-04 1991-04-10 Technique Nouvelled'assemblage Et De Construction - Tixit, S.A. Shelving arrangement
EP0616088A1 (en) * 1993-03-19 1994-09-21 MERO-RAUMSTRUKTUR GmbH & Co. Würzburg Planar or spatial lattice cover, in particular lattice cover walkway, made of rods and connector elements
DE19619085A1 (en) * 1996-04-30 1996-10-10 Bernd Dipl Ing Michalski Multi-purpose prefabricated module for building construction

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ATA1163169A (en) 1969-12-15 1976-07-15 Lang Gunther Ing WAREHOUSE
DE3003207A1 (en) 1980-01-30 1981-10-22 Walter Dr.-Ing. 5100 Aachen Jürgens Palletised load shelf system crossbar - is secured to lengthwise beams by adhesive intermediate layers
AU550503B2 (en) 1982-02-16 1986-03-20 Deere & Company Variable flow turbine
DE3922070C1 (en) 1989-07-05 1990-08-09 Robert Dipl.-Ing. 7036 Schoenaich De Danz
DE9305732U1 (en) 1993-04-16 1993-06-17 Fritz Schäfer GmbH, 5908 Neunkirchen Storage facility, especially multi-storey stage system
DE4313895A1 (en) 1993-04-28 1994-11-03 Reinhard Tweer Gmbh Bearing-member connection
DE9410442U1 (en) 1994-06-28 1994-08-11 E. Rüter GmbH, 44263 Dortmund Device for connecting structural parts to bind ceiling structures
DE29518886U1 (en) 1995-11-29 1996-02-08 Krause, Jürgen, Dipl.-Ing., 58710 Menden Steel skeleton construction

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR646996A (en) * 1927-05-26 1928-11-19 Improvements made to frames for constructions
WO1990006406A1 (en) * 1988-12-01 1990-06-14 Gunnar Serneblad Arrangement for house building frames
EP0421905A1 (en) * 1989-10-04 1991-04-10 Technique Nouvelled'assemblage Et De Construction - Tixit, S.A. Shelving arrangement
EP0616088A1 (en) * 1993-03-19 1994-09-21 MERO-RAUMSTRUKTUR GmbH & Co. Würzburg Planar or spatial lattice cover, in particular lattice cover walkway, made of rods and connector elements
DE19619085A1 (en) * 1996-04-30 1996-10-10 Bernd Dipl Ing Michalski Multi-purpose prefabricated module for building construction

Also Published As

Publication number Publication date
DE29716357U1 (en) 1998-02-12
EP0902133A3 (en) 2000-08-23

Similar Documents

Publication Publication Date Title
EP0616088B1 (en) Planar or spatial lattice cover, in particular lattice cover walkway, made of rods and connector elements
DE69221000T2 (en) Building construction
DE202007003206U1 (en) Modular carrier for roofs of large areas
DE60211278T2 (en) Modular fence
EP0563707B1 (en) Shuttering-panel
DE102022206972A1 (en) Formwork table element
DE2556365C2 (en) Support tower
DE3839369A1 (en) Connecting element and process for connecting solid-wood or glued-wood beams in the same plane
DE202011050438U1 (en) Wood profile element and profile element arrangement
DE102012111457A1 (en) Wind measuring mast
EP0902133A2 (en) Building steel platform
DE202005006228U1 (en) Roof construction for buildings, especially industrial buildings with large widths, comprises bottom and top booms in the form of I-shaped supports with two boom flanges, and node elements with two flat node flange plates
DE9409626U1 (en) Balcony construction
EP1878859A2 (en) Connecting element for fence crossbar and fence post
DE19522799C2 (en) Connection of a beam to a support in a skeletal structure
EP2425069B1 (en) Leveling aid for wood/beam substructures, in particular of balcony and terrace covers
AT522691B1 (en) Foundation for a building
DE2422771C3 (en) Space framework
EP1070801B1 (en) Support system made of a lattice girder and a wooden section
DE3909803A1 (en) Industrial floor comprising rectangular concrete slabs which are locked to one another
EP0967339B1 (en) Balcony on a building wall
DE20016088U1 (en) Bracket for attaching or holding components
DE1534435C (en) Dismountable structure for bridges or
AT403183B (en) Casing plate for erecting cast concrete walls - has casing skin, on rear side of which are arranged reinforcement components with rails provided at least on two opposite edges
DE202024001177U1 (en) Device for the longitudinal connection of vertically aligned building elements such as supports and/or posts which are separated by a ceiling element

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A2

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE

AX Request for extension of the european patent

Free format text: AL;LT;LV;MK;RO;SI

TPAD Observations by third parties

Free format text: ORIGINAL CODE: EPIDOS TIPA

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

RIC1 Information provided on ipc code assigned before grant

Free format text: 7E 04B 1/24 A, 7E 04G 1/15 B, 7E 04H 5/02 B

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE

AX Request for extension of the european patent

Free format text: AL;LT;LV;MK;RO;SI

AKX Designation fees paid
STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 20010224

REG Reference to a national code

Ref country code: DE

Ref legal event code: 8566