EP0647748A1 - Scaffold with vertical frames, floorplanks and toe-boards - Google Patents

Scaffold with vertical frames, floorplanks and toe-boards Download PDF

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Publication number
EP0647748A1
EP0647748A1 EP94115674A EP94115674A EP0647748A1 EP 0647748 A1 EP0647748 A1 EP 0647748A1 EP 94115674 A EP94115674 A EP 94115674A EP 94115674 A EP94115674 A EP 94115674A EP 0647748 A1 EP0647748 A1 EP 0647748A1
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EP
European Patent Office
Prior art keywords
profile
frame members
horizontal frame
scaffolding
vertical frames
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Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP94115674A
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German (de)
French (fr)
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EP0647748B1 (en
Inventor
Walter Hiby
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GUENTER RUX GMBH
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Guenter Rux GmbH
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Publication of EP0647748A1 publication Critical patent/EP0647748A1/en
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00—Scaffolds primarily resting on the ground
    • E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00—Scaffolds primarily resting on the ground
    • E04G1/14—Comprising essentially pre-assembled two-dimensional frame-like elements, e.g. of rods in L- or H-shape, with or without bracing
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G7/00—Connections between parts of the scaffold
    • E04G7/02—Connections between parts of the scaffold with separate coupling elements
    • E04G7/28—Clips or connections for securing boards
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G7/00—Connections between parts of the scaffold
    • E04G7/02—Connections between parts of the scaffold with separate coupling elements
    • E04G7/28—Clips or connections for securing boards
    • E04G2007/285—Clips or connections for securing boards specially adapted for toe boards

Definitions

  • the invention relates to a scaffolding made of vertical frames, planks and board elements according to the preamble of claim 1.
  • the scaffolding according to the invention are used to scaffold rising building surfaces and are usually stand scaffolding, provided that they are not designed as mobile scaffolding in individual cases.
  • the invention relates to rapid construction scaffolds, which are to be understood as tubular scaffolds that are particularly easy to design and assemble because the vertical frames that are set up can be connected in a particularly simple manner to form a stable structure by means of self-locking tilting pins with longitudinal and vertical tubes.
  • the horizontal frame members of the vertical frames serve to support the decking planks, which can be made of aluminum or of sawn timber with trimmed ends.
  • the board elements in turn usually consist of sawn timber, the ends of which can be provided with fittings which encompass the rising frame members and which in turn are supported on the angularly rigid connections of the vertical and horizontal frame members of the vertical frames.
  • the on-board elements form rising edges on the long sides of the screed covering, which provide sufficient resistance against lateral slipping off the tread of the scaffolding.
  • the profile web which is arranged after the final assembly of the scaffolding according to the invention between the end edges of adjacent planks, fills the gap between their end faces.
  • the height of the profile web can be chosen so that its free upper edge comes to lie in or under the tread of the screed covering and thus a tripping edge is avoided.
  • the profile web is also flanged according to the invention, which results in the profile recesses between the horizontally arranged profile flanges and the profile web bearing surfaces which support the decking board ends, but also the ends of the board elements or the fittings arranged thereon.
  • These profile flanges can be chosen practically as wide as you want and thus offer sufficiently large support surfaces for the on-board element fittings. This results in relatively simple profile shapes for the horizontal frame members, which make it possible to dispense with hollow profiles or to simplify them.
  • the support surfaces of the profile of the horizontal frame members are additionally enlarged for the ends of the board elements, which results in the features of claim 2.
  • Such a horizontal widening of the contact surfaces on the rigid connections of the frame members results in an improved support for the board elements without the horizontal dimensions of the contact surfaces for the screed covering also having to be increased to the same extent.
  • profile shapes can be achieved with the full profiles described there when the features of claim 3 are realized.
  • profile shapes come into question for this, which are reproduced in claim 4. Sections of such profiles can form the horizontal frame members of the vertical frame, but can also be fastened to the horizontal frame members in order to form the horizontal frame members together with square tubes, if necessary.
  • enlarged support surfaces for the fittings of the on-board elements can be produced by permanent deformations of the profile cross section on the rising frame members, as described in particular in claim 5.
  • Such a deformation can include the profile web, since it is not needed or needs to be used in the immediate vicinity of the rising frame members for filling the joints.
  • the scaffolding 1, generally designated 1, consists of a vertical frame 2, decking boards 3, 4 and board elements 5, 6.
  • the vertical frames 1 of the scaffold are joined together by diagonal and longitudinal tubes, not shown, to form a stable structure, the assembly being carried out by inserting these tubular elements over tilt pins, which among other things ensures the vertical assembly of the vertical frames.
  • the board elements consist of sawn timber 10 and have two congruent fittings 11 and 12 at their ends.
  • the fittings consist of flat sheet metal cutouts with a hammer-head-shaped outline, the hammer head 14 being supported on a widened bearing surface 15 of the profile of the horizontal frame members 2.
  • the two fittings 11, 12 partially include the cross section of the rising frame tubes 7.

Abstract

A scaffolding (1) with vertical frames (2), floor planks (3, 4) and toe-boards (5, 6), of which the horizontal frame members (8) exhibit a profile web (18) which is arranged between the end edges (22, 23) of adjacent floor planks and spans the tread surface of the floor planks (16, 17) in a stepless manner, and profile flanges (19, 20) which are arranged on both sides of the profile web (18) serving as bearing surfaces (21) of adjacent floor planks and toe-boards. <IMAGE>

Description

Die Erfindung betrifft ein Baugerüst aus Vertikalrahmen, Belagbohlen und Bordelementen gemäß dem Oberbegriff des Anspruches 1.The invention relates to a scaffolding made of vertical frames, planks and board elements according to the preamble of claim 1.

Die Baugerüste gemäß der Erfindung dienen zum Einrüsten von aufgehenden Gebäudeflächen und sind in der Regel Standgerüste, sofern sie in Einzelfällen nicht als mobile Gerüste ausgebildet werden. Insbesondere bezieht sich die Erfindung auf Schnellbaugerüste, worunter Rohrgerüste verstanden werden, die besonders leicht ausgebildet und montierbar sind, weil man die aufgestellten Vertikalrahmen über selbstsichernde Kippstifte mit Längs- und Vertikalrohren auf besonders einfache Weise zu einem standfesten Gebilde verbinden kann.The scaffolding according to the invention are used to scaffold rising building surfaces and are usually stand scaffolding, provided that they are not designed as mobile scaffolding in individual cases. In particular, the invention relates to rapid construction scaffolds, which are to be understood as tubular scaffolds that are particularly easy to design and assemble because the vertical frames that are set up can be connected in a particularly simple manner to form a stable structure by means of self-locking tilting pins with longitudinal and vertical tubes.

In den erfindungsgemäßen Baugerüsten dienen die horizontalen Rahmenglieder der Vertikalrahmen zur Abstützung der Belagbohlen, die aus Aluminium oder auch aus Schnittholz mit besäumten Enden bestehen können. Die Bordelemente bestehen ihrerseits in der Regel aus Schnittholz, dessen Enden mit Beschlägen versehen sein können, welche die aufgehenden Rahmenglieder umfassen und sich ihrerseits auf den winkelsteifen Verbindungen der vertikalen und horizontalen Rahmenglieder der Vertikalrahmen abstützen. Die Bordelemente bilden auf diese Weise aufgehende Kanten an den Längsseiten des Bohlenbelages, welche einen ausreichenden Widerstand gegen seitliches Abrutschen von der Trittfläche des Baugerüstes bilden.In the scaffolding according to the invention, the horizontal frame members of the vertical frames serve to support the decking planks, which can be made of aluminum or of sawn timber with trimmed ends. The board elements in turn usually consist of sawn timber, the ends of which can be provided with fittings which encompass the rising frame members and which in turn are supported on the angularly rigid connections of the vertical and horizontal frame members of the vertical frames. In this way, the on-board elements form rising edges on the long sides of the screed covering, which provide sufficient resistance against lateral slipping off the tread of the scaffolding.

In derartigen Baugerüsten kommt es einerseits auf eine Vereinfachung der Montage der an den jeweiligen Anwendungsbeispielen orientierten Gerüstformen an, andererseits muß die Sicherheit für Personen und Gegenstände, welche sich auf den Trittflächen befinden, gewährleistet und gegebenenfalls verbessert werden.In such scaffolding, on the one hand, it is important to simplify the assembly of the scaffold shapes based on the respective application examples, on the other hand, the safety for people and objects located on the treads must be guaranteed and, if necessary, improved.

Es ist bekannt, die Sicherheit des Gerüstes bei vereinfachter Montage dadurch zu erhöhen, daß ein Formschluß der Bohlenenden mit senkrechten Stiften von Konsolen der horizontalen Rahmenglieder vorgesehen wird, die sich zwischen benachbarten Bohlenenden des Belages erstrecken. Dadurch stützen sich die Bohlenstirnseiten auf den aufgehenden Längsseiten der horizontalen Rahmenglieder ab, wodurch der Formschluß der Stifte ergänzt wird. Diese Ausführung verlangt jedoch Vierkantrohrabschnitte für die horizontalen Rahmenglieder der Vertikalrahmen und setzt außerdem voraus, daß die Oberfläche des Bodenbelages unter der horizontalen Oberseite der Vertikalrohre liegt. Die Beschläge der Bordelemente stützen sich an den beschriebenen winkelsteifen Verbindungen der Rahmenglieder auf der Oberseite der Vierkantrohre ab. Einerseits sind Vierkantrohre verhältnismäßig aufwendige Profile, andererseits bilden ihre zwischen benachbarten Bohlenenden nach oben vorstehenden Profilkanten Stolperschwellen, welche die Sicherheit des Gerüstes für die darauf arbeitenden Personen fraglich erscheinen lassen Auch sind die Auflagerflächen für die Bordelemente notwendigerweise sehr klein, was aus Gründen der Sicherheit ebenfalls bedenklich erscheint.It is known to increase the safety of the scaffold with simplified assembly in that a positive locking of the screed ends is provided with vertical pins of brackets of the horizontal frame members, which extend between adjacent screed ends of the covering. As a result, the plank end faces are supported on the rising longitudinal sides of the horizontal frame members, which complements the positive locking of the pins. However, this design requires square tube sections for the horizontal frame members of the vertical frame and also requires that the surface of the floor covering is below the horizontal top of the vertical tubes. The fittings of the on-board elements are based on the described rigid connections of the frame members on the top of the square tubes. On the one hand, square tubes are relatively complex profiles, on the other hand, their truncated sleepers, which protrude upward between adjacent plank ends, make the safety of the scaffolding appear questionable to the people working on it appears.

Die Erfindung geht demgegenüber einen anderen Weg, dessen Grundgedanke im Anspruch 1 wiedergegeben ist. Weitere Merkmale der Erfindung sind Gegenstand der Unteransprüche.In contrast, the invention takes a different path, the basic idea of which is given in claim 1. Further features of the invention are the subject of the dependent claims.

Gemäß der Erfindung füllt der Profilsteg, welcher nach Fertigmontage des erfindungsgemäßen Baugerüstes zwischen den Stirnkanten benachbarter Belagbohlen angeordnet ist, den Spalt zwischen deren Stirnflächen aus. Dabei kann die Höhe des Profilsteges so gewählt werden, daß dessen freie Oberkante in oder unter der Trittfläche des Bohlenbelages zu liegen kommt und damit eine Stolperkante vermieden wird. Der Profilsteg ist erfindungsgemäß außerdem geflanscht, wodurch sich in den Profileinsprüngen zwischen den horizontal angeordneten Profilflanschen und dem Profilsteg Auflagerflächen ergeben, welche die Belagbohlenenden, aber auch die Bordelementenden bzw. die daran angeordneten Beschläge unterstützen. Diese Profilflanschen lassen sich praktisch beliebig breit wählen und bieten auf diese Weise den Bordelementbeschlägen hinreichend große Auflagerflächen. Hieraus ergeben sich für die horizontalen Rahmenglieder verhältnismäßig einfache Profilformen, welche den Verzicht auf Hohlprofile oder deren Vereinfachung ermöglichen.According to the invention, the profile web, which is arranged after the final assembly of the scaffolding according to the invention between the end edges of adjacent planks, fills the gap between their end faces. The height of the profile web can be chosen so that its free upper edge comes to lie in or under the tread of the screed covering and thus a tripping edge is avoided. The profile web is also flanged according to the invention, which results in the profile recesses between the horizontally arranged profile flanges and the profile web bearing surfaces which support the decking board ends, but also the ends of the board elements or the fittings arranged thereon. These profile flanges can be chosen practically as wide as you want and thus offer sufficiently large support surfaces for the on-board element fittings. This results in relatively simple profile shapes for the horizontal frame members, which make it possible to dispense with hollow profiles or to simplify them.

Vorzugsweise vergrößert man für die Bordelementenden die Auflagerflächen des Profils der horizontalen Rahmenglieder zusätzlich, wodurch sich die Merkmale des Anspruches 2 ergeben. Man gewinnt durch eine solche horizontale Verbreiterung der Auflageflächen an den biegesteifen Verbindungen der Rahmenglieder eine verbesserte Auflage für die Bordelemente ohne deswegen die horizontalen Abmessungen der Auflagerflächen für die Bohlenbelagenden ebenfalls und im gleichen Maße vergrößern zu müssen.Preferably, the support surfaces of the profile of the horizontal frame members are additionally enlarged for the ends of the board elements, which results in the features of claim 2. Such a horizontal widening of the contact surfaces on the rigid connections of the frame members results in an improved support for the board elements without the horizontal dimensions of the contact surfaces for the screed covering also having to be increased to the same extent.

Besonders einfache und zweckmäßige Profilformen lassen sich bei Verwirklichung der Merkmale des Anspruches 3 mit den dort beschriebenen Vollprofilen erreichen. Insbesondere kommen dafür Profilformen in Frage, die im Anspruch 4 wiedergegeben sind. Abschnitte aus solchen Profilen können die horizontalen Rahmenglieder der Vertikalrahmen bilden, aber auch auf den horizontalen Rahmengliedern befestigt sein, um gegebenenfalls mit Vierkantrohren zusammen die horizontalen Rahmenglieder zu bilden.Particularly simple and expedient profile shapes can be achieved with the full profiles described there when the features of claim 3 are realized. In particular, profile shapes come into question for this, which are reproduced in claim 4. Sections of such profiles can form the horizontal frame members of the vertical frame, but can also be fastened to the horizontal frame members in order to form the horizontal frame members together with square tubes, if necessary.

Sofern man erfindungsgemäß für die horizontalen Rahmenglieder Vollprofile verwendet, lassen sich vergrößerte Auflagerflächen für die Beschläge der Bordelemente durch bleibende Verformungen des Profilquerschnittes an den aufgehenden Rahmengliedern herstellen, wie sie insbesondere im Anspruch 5 beschrieben sind. Eine solche Verformung kann den Profilsteg einbeziehen, da dieser in unmittelbarer Nähe der aufgehenden Rahmenglieder nicht zur Fugenausfüllung benötigt wird bzw. verwendet zu werden braucht.If full profiles are used according to the invention for the horizontal frame members, enlarged support surfaces for the fittings of the on-board elements can be produced by permanent deformations of the profile cross section on the rising frame members, as described in particular in claim 5. Such a deformation can include the profile web, since it is not needed or needs to be used in the immediate vicinity of the rising frame members for filling the joints.

Die Einzelheiten, weiteren Merkmale und andere Vorteile der Erfindung ergeben sich aus der nachfolgenden Beschreibung einer Ausführungsform anhand der Figuren in der Zeichnung; es zeigen

Fig. 1
schematisch und in abgebrochener Darstellung eine Draufsicht auf einen Bohlenbelag in dem erfindungsgemäßen Baugerüst und
Fig. 2
einen Schnitt längs der Linie II-II der Fig. 1.
The details, further features and other advantages of the invention result from the following description of an embodiment with reference to the figures in the drawing; show it
Fig. 1
schematically and in broken representation a top view of a plank covering in the scaffolding according to the invention and
Fig. 2
a section along the line II-II of Fig. 1st

Das allgemein mit 1 bezeichnete Baugerüst 1 besteht seinem grundsätzlichen Aufbau nach aus Vertikalrahmen 2, Belagbohlen 3, 4 und Bordelementen 5, 6.The scaffolding 1, generally designated 1, consists of a vertical frame 2, decking boards 3, 4 and board elements 5, 6.

Die Vertikalrahmen 1 des Gerüstes sind durch nicht dargestellte Diagonal- und Längsrohre zu einem standfesten Gebilde zusammengefügt, wobei die Montage durch Stecken dieser Rohrelemente über Kippstifte erfolgt, wodurch unter anderem die lotrechte Montage der Vertikalrahmen gewährleistet wird.The vertical frames 1 of the scaffold are joined together by diagonal and longitudinal tubes, not shown, to form a stable structure, the assembly being carried out by inserting these tubular elements over tilt pins, which among other things ensures the vertical assembly of the vertical frames.

Die Vertikalrahmen sind in der Vertikalen unterteilt, wobei sich die Teillängen durch Ausbildung der aufgehenden Rahmenglieder 7 als zylindrische Rohre zusammenstecken lassen. In bestimmten Abständen sind horizontale Rahmenglieder 8 an den Vertikalrahmengliedern 7 mit winkelsteifen Verbindungen angeschlossen, die in den Figuren nicht besonders dargestellt sind. In der Regel handelt es sich um Schweißverbindungen an den entsprechend ausgeschnittenen Enden 9 der horizontalen Rahmenglieder 8.The vertical frames are subdivided into the vertical, the partial lengths being able to be plugged together as cylindrical tubes by forming the rising frame members 7. At certain intervals, horizontal frame members 8 are connected to the vertical frame members 7 with rigid connections, which are not shown in the figures. As a rule, these are welded connections at the correspondingly cut out ends 9 of the horizontal frame members 8.

Die Bordelemente bestehen aus Schnitthölzern 10 und weisen an ihren Enden zwei deckungsgleiche Beschläge 11 bzw. 12 auf. Die Beschläge bestehen aus ebenen Blechausschnitten mit hammerkopfförmigem Umriß, wobei sich der Hammerkopf 14 auf einer verbreiterten Auflagefläche 15 des Profils der horizontalen Rahmenglieder 2 abstützt. Die beiden Beschläge 11, 12 schließen im übrigen den Querschnitt der aufgehenden Rahmenrohre 7 teilweise ein.The board elements consist of sawn timber 10 and have two congruent fittings 11 and 12 at their ends. The fittings consist of flat sheet metal cutouts with a hammer-head-shaped outline, the hammer head 14 being supported on a widened bearing surface 15 of the profile of the horizontal frame members 2. The two fittings 11, 12 partially include the cross section of the rising frame tubes 7.

Der Bohlenbelag besteht gemäß dem Ausführungsbeispiel ebenfalls aus Schnitthölzern, die zu mehreren nebeneinander auf den horizontalen Rahmengliedern 8 abgestützt sein können. Die den Bordelementen 5, 6 zugeordneten Schnitthölzer sind in Fig. 1 mit 16 bzw. 17 bezeichnet. Ihre Enden tragen in der Regel Beschläge mit Lochungen, in die Vertikalstifte eingreifen, welche sich auf seitlichen Konsolen der horizontalen Rahmenglieder 8 befinden. Aus Vereinfachungsgründen sind diese Vorrichtungen nicht dargestellt.According to the exemplary embodiment, the plank covering also consists of sawn timber, which can be supported on the horizontal frame members 8 in a row. The sawn timber associated with the board elements 5, 6 are designated 16 and 17 in FIG. 1. Their ends usually have fittings with perforations into which vertical pins engage, which are located on the side brackets of the horizontal frame members 8. For reasons of simplification, these devices are not shown.

Wie sich insbesondere aus der Darstellung der Fig. 2 ergibt, weist das horizontale Rahmenglied 8 einen aufgehenden Profilsteg 18 auf, welcher mit beiderseits des Profilsteges angeordneten Profilflanschen 19, 20 eine Baueinheit bildet. Die Profilflanschen 19, 20 sind horizontal angeordnet und bilden dadurch Auflagerflächen 21, 22 für benachbarte Bohlenbeläge 3, 4. Im Bereich der beschriebenen Verbindungen 9 stützen sich die inneren Beschläge 12 der Bordelemente 5, 6 ebenfalls auf den Profilflanschen 19, 20 ab.As can be seen in particular from the illustration in FIG. 2, the horizontal frame member 8 has a rising profile web 18, which forms a structural unit with profile flanges 19, 20 arranged on both sides of the profile web. The profile flanges 19, 20 are arranged horizontally and thereby form support surfaces 21, 22 for adjacent plank coverings 3, 4. In the area of the connections 9 described, the inner fittings 12 of the on-board elements 5, 6 are also supported on the profile flanges 19, 20.

Wie sich hieraus ergibt, liegt der Profilsteg 18 zwischen den Stirnkanten 23a, 23 benachbarter Belagbohlen 16, 17, so daß sich diese auf den Flanken des Profilsteges 18 unter Berücksichtigung des notwendigen Montagespieles abstützen können. Die Höhe des Profilsteges 18 ist im übrigen so gewählt, daß sich eine stufenlose Trittfläche der Belagbohlenenden und der Oberkante 24 des Profilsteges 18 ergibt.As can be seen from this, the profile web 18 lies between the end edges 23a, 23 of adjacent planks 16, 17, so that these can be supported on the flanks of the profile web 18, taking into account the necessary assembly play. The height of the profile web 18 is chosen so that there is a stepless tread surface of the screed ends and the upper edge 24 of the profile web 18.

Die horizontalen Rahmenglieder 8 sind gemäß dem dargestellten Ausführungsbeispiel mit verbreiterten Auflagerflächer 25, 26 für die Bordelementenden, d.h. für deren Beschläge 11, 12 versehen. Wie sich aus der Darstellung der Figuren ohne weiteres ergibt, ist diese Verbreiterung durch Stauchen des Vollprofiles 8 hergestellt, aus dem die horizontalen Rahmenglieder 8 bestehen. Es handelt sich um ein T-förmig ausgebildetes Vollprofil, das mit seinem Profilsteg 18 nach oben sowie mit den Profilflanschen 19, 20 derart eingeschweißt ist, daß die Profilflanschen 19, 20 horizontal liegen, wenn die Vertikalrahmen 2 vorschriftsmäßig senkrecht aufgestellt sind.According to the exemplary embodiment shown, the horizontal frame members 8 are provided with widened support surfaces 25, 26 for the ends of the board elements, ie for their fittings 11, 12. As can be seen from the illustration of the figures, this widening is produced by compressing the full profile 8, from which the horizontal frame members 8 are made. It is a T-shaped one Full profile, which is welded with its profile web 18 upwards and with the profile flanges 19, 20 in such a way that the profile flanges 19, 20 lie horizontally when the vertical frames 2 are set up vertically according to regulations.

Claims (5)

Baugerüst (1) aus Vertikalrahmen (2), Belagbohlen (3, 4) und Bordelementen (5, 6), dadurch gekennzeichnet, daß die horizontalen Rahmenglieder (8) einen Profilsteg (18) aufweisen, der zwischen den Stirnkanten (22, 23) benachbarter Belagbohlen angeordnet ist und stufenlos die Trittfläche der Belagbohlen (16, 17) überbrückt und daß beiderseits des Profilsteges (18) angeordnete Profilflansche (19, 20) als Auflagerflächen (21) benachbarter Belagbohlen- und Bordelementenden dienen.Scaffolding (1) made of vertical frames (2), decking planks (3, 4) and board elements (5, 6), characterized in that the horizontal frame members (8) have a profile web (18) which is between the end edges (22, 23) Adjacent planks are arranged and the step surface of the planks (16, 17) is continuously bridged and that profile flanges (19, 20) arranged on both sides of the profile web (18) serve as support surfaces (21) of adjacent plank and board element ends. Baugerüst nach Anspruch 1, dadurch gekennzeichnet, daß die horizontalen Rahmenglieder (8) an ihren winkelsteifen Verbindungen (9) mit den senkrechten Rahmengliedern (7) verbreiterte Auflagerflächen (25, 26) für die Bordelementenden aufweisen.Scaffolding according to claim 1, characterized in that the horizontal frame members (8) have widened support surfaces (25, 26) for the ends of the board elements at their angularly rigid connections (9) with the vertical frame members (7). Baugerüst nach einem der Ansprüche 1 oder 2, dadurch gekennzeichnet, daß die Auflagerflächen (20, 21, 25, 26) für die Belagbohlen- und Bordelementenden auf Vollprofilabschnitten (8) ausgebildet sind.Scaffolding according to one of claims 1 or 2, characterized in that the bearing surfaces (20, 21, 25, 26) for the deck board and board element ends are formed on full profile sections (8). Baugerüst nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, daß die Vollprofilabschnitte T-förmig ausgebildet und mit ihrem Profilsteg (18) nach oben sowie mit ihren Profilflanschen (19, 20) horizontal angeordnet sind.Scaffolding according to one of claims 1 to 3, characterized in that the full profile sections are T-shaped and are arranged horizontally with their profile web (18) upwards and with their profile flanges (19, 20). Baugerüst nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, daß die Verbreiterungen (25, 26) an den winkelsteifen Verbindungen (9) der horizontalen mit den vertikalen Rahmengliedern (7, 8) aus Verformungen des Profils der horizontalen Rahmenglieder (8) bestehen.Scaffolding according to one of claims 1 to 4, characterized in that the widenings (25, 26) on the angularly rigid connections (9) of the horizontal with the vertical frame members (7, 8) consist of deformations of the profile of the horizontal frame members (8).
EP94115674A 1993-10-12 1994-10-05 Scaffold with vertical frames, floorplanks and toe-boards Expired - Lifetime EP0647748B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE9315412U DE9315412U1 (en) 1993-10-12 1993-10-12 Scaffolding made of vertical frames, planks and board elements
DE9315412U 1993-10-12

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EP0647748A1 true EP0647748A1 (en) 1995-04-12
EP0647748B1 EP0647748B1 (en) 1998-07-08

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EP (1) EP0647748B1 (en)
AT (1) ATE168157T1 (en)
CZ (1) CZ3801U1 (en)
DE (1) DE9315412U1 (en)
ES (1) ES2121131T3 (en)
PL (1) PL56834Y1 (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE566554A (en) *
CH420573A (en) * 1964-07-30 1966-09-15 Tschopp Saegerei Und Mittellag Catwalk construction
US4340130A (en) * 1980-07-24 1982-07-20 Kwikform America, Inc. Scaffold frame header

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BE566554A (en) *
CH420573A (en) * 1964-07-30 1966-09-15 Tschopp Saegerei Und Mittellag Catwalk construction
US4340130A (en) * 1980-07-24 1982-07-20 Kwikform America, Inc. Scaffold frame header

Also Published As

Publication number Publication date
PL56834Y1 (en) 1999-02-26
ATE168157T1 (en) 1998-07-15
DE9315412U1 (en) 1994-06-01
ES2121131T3 (en) 1998-11-16
CZ3801U1 (en) 1995-09-05
EP0647748B1 (en) 1998-07-08

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