EP0902133A2 - Building steel platform - Google Patents
Building steel platform Download PDFInfo
- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H5/00—Buildings or groups of buildings for industrial or agricultural purposes
- E04H5/02—Buildings or groups of buildings for industrial purposes, e.g. for power-plants or factories
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2409—Hooks, dovetails or other interlocking connections
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2454—Connections between open and closed section profiles
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2484—Details of floor panels or slabs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B2001/2496—Shear 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.
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- 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
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.
- 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)
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 |
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EP (1) | EP0902133A3 (en) |
DE (1) | DE29716357U1 (en) |
Citations (5)
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)
Publication number | Priority date | Publication date | Assignee | Title |
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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 |
-
1997
- 1997-09-11 DE DE29716357U patent/DE29716357U1/en not_active Expired - Lifetime
-
1998
- 1998-09-08 EP EP98116938A patent/EP0902133A3/en not_active Withdrawn
Patent Citations (5)
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 |
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DE29716357U1 (en) | 1998-02-12 |
EP0902133A3 (en) | 2000-08-23 |
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