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EP1792031B1 - Industrial scaffolding - Google Patents

Industrial scaffolding Download PDF

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Publication number
EP1792031B1
EP1792031B1 EP05796798.6A EP05796798A EP1792031B1 EP 1792031 B1 EP1792031 B1 EP 1792031B1 EP 05796798 A EP05796798 A EP 05796798A EP 1792031 B1 EP1792031 B1 EP 1792031B1
Authority
EP
European Patent Office
Prior art keywords
bars
bar
industrial
additional
decking units
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.)
Expired - Lifetime
Application number
EP05796798.6A
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German (de)
French (fr)
Other versions
EP1792031A1 (en
Inventor
Artur Schwörer
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.)
Peri GmbH
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Peri GmbH
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Filing date
Publication date
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Publication of EP1792031A1 publication Critical patent/EP1792031A1/en
Application granted granted Critical
Publication of EP1792031B1 publication Critical patent/EP1792031B1/en
Anticipated expiration legal-status Critical
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00Scaffolds primarily resting on the ground
    • E04G1/15Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
    • E04G1/152Platforms made of metal or with metal-supporting frame
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00Scaffolds primarily resting on the ground
    • E04G1/15Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms

Definitions

  • the invention relates to an industrial scaffold with vertical supports, which are connected to each other by means of horizontally extending latch, wherein in the bolt to create a walk-in work surface pads are suspended, which extend in a horizontal plane.
  • Such industrial scaffolds are often used in practice to maintain or create industrial plants, especially chemical plants. Also in shipbuilding or in the maintenance of ships industrial scaffoldings are used. In many of these applications, the problem arises that complex contours, which have only a few straight surfaces, must be scaffolded. In particular, it is often necessary to convert pipes or pipe systems, which is particularly difficult if - which is generally desirable - the working surface of the scaffold should be brought as close as possible to the surfaces to be converted.
  • GB-A-2 362 422 discloses a scaffold system in which pads can be hung in bars or beams. Only over the front side of the covering elements provided overhanging edge areas cover a portion of the bolt.
  • the GB 945 822A shows a scaffolding system, are provided in the bolt with grooves formed by multiple folds, in which also provided with folds pads can be hung.
  • An object of the invention is to provide an industrial scaffold of the type mentioned, by means of which largely seamless work surfaces can be created while maintaining a minimum number of different parts. This object is achieved by the features of claim 1.
  • the industrial scaffold according to the invention is thus based on the simple idea of modifying certain edge regions of the linings in such a way that they partially cover a bar extending parallel to such an edge region, which results in no disruptive gap between the lining and the bar. Furthermore, if mutually parallel coatings are arranged on both sides of a bar whose edge areas facing the bar are configured according to the invention, it is achieved that these border areas almost touch one another or form only a very small gap between them. In this way, a practically continuous working surface without any gap or step is created in the area of the bar, wherein the bar covered by the configured edge areas is almost invisible when viewed from above. A correspondingly continuous work surface without any gap is also ensured according to the invention when no bar is located between the adjacent coverings, since the overhanging edge regions of the coverings almost adjoin one another independently of the presence of a bolt.
  • the main body of the linings of the industrial framework according to the invention generally extends in the same plane as the bars, wherein the overhanging edge regions are arranged just above this plane, so that no collisions can occur between these edge regions and the bars.
  • the body of the pads are dimensioned so that they can be inserted between the bars without that they abut the bars. All of this is achieved according to the invention without the need to provide any additional elements that would be suitable for covering gaps between linings. Such gaps are namely completely avoided solely by the special design of the linings of the industrial scaffold according to the invention or their edge regions. Since no additional cover elements are required, the number of different parts required for the industrial scaffolding is greatly reduced, which minimizes the storage costs and associated logistics, simplifies the planning of an industrial scaffolding and facilitates assembly and disassembly.
  • the linings of the industrial scaffolding according to the invention have a rectangular shape and have on their faces hook elements for hooking in a bar so that these hook elements and any other frontally provided on the linings support elements are essentially responsible for the power transmission from the linings to the bars.
  • the faces of the pads have in this case, in contrast to their long sides No or only slightly overhanging edge regions, since the coverings always have to connect at the front side due to the design of a bolt, so that here between the front side adjacent pads no gaps can occur. Such gaps are rather filled by the mandatory bars.
  • the longitudinal sides of the coverings of the industrial frame according to the invention are provided with overhanging edge regions. This results in an advantageous manner that longitudinally adjacent pads form no significant gap between them, regardless of whether there is a bar between the pads or not. Rather, the overhanging edge regions largely adjoin one another directly and thus form a continuous surface, wherein they either cover a bolt present between the coverings or - in the absence of such a bolt - cover the cavity provided for such a bolt.
  • additional bolts are provided. Furthermore, additional bolts can be provided, which in turn extend between additional bolts, base bolts and / or vertical supports. Base bars are thus always arranged between two vertical supports, whereas additional bolts are coupled with their frontal coupling areas in any way with vertical supports, base bolts or other additional bolts.
  • the additional bolts extend perpendicular to those bars to which they are attached, with all the bars of a working plane are in the same plane.
  • the provision of the aforementioned additional bolt makes it possible to adapt the industrial scaffolding according to the invention very variably to the most varied contours and, in particular, to provide comparatively small recesses in the working surfaces to be created, without the need for a large number of different parts.
  • the provision of the aforementioned auxiliary bars makes it possible, in particular, for a number of first coverings to be present in a walk-on work surface which are aligned parallel to one another, with second coverings extending perpendicular to the first coverings continuing to be present. Corresponding examples will be explained below in the context of the description of the figures. It is particularly advantageous if the base and additional latches have identical cross sections and also have identical frontal coupling sections.
  • the bars of the industrial scaffolding according to the invention which can be used both as a basic and as an additional bolt, either as a basic bolt with vertical supports or as an additional bolt with other bars must be coupled, it makes sense to form the frontal coupling portions of the bolt so that they, for example Attachment to be connected to the vertical supports rosettes are suitable, in which case separate coupling elements must be provided for the attachment of an additional bolt to another latch, which are adapted to a bolt with a connect frontal coupling portion of an additional bolt. Such coupling elements can then be mounted along a bolt anywhere.
  • the linings of the industrial framework according to the invention are preferably in different sizes adapted to a grid size, the spacing of the longitudinal axes of adjacent vertical supports being an integer multiple of the grid dimension.
  • the grid may for example have a length of 25 cm or any other lengths.
  • the bars which can be used as basic and additional bars also exist in sizes adapted to the grid dimension, so that the entire system can be used with a maximum amount of variability with a minimum number of parts to be kept.
  • the longitudinal extension of the coverings including the front hook elements for hanging in a bar can be slightly more than an integer multiple of the grid dimension, so that the hook elements can completely overlap the latch. Such overlapping effectively prevents a relative movement of the pads perpendicular to those bars on which the pads are mounted.
  • the longitudinal extent of the coverings without the end hook elements is preferably slightly less than an integer multiple of the grid, so that hanging two frontally adjacent pads in a common bolt is possible without an already hinged pad prevents the attachment of another pad.
  • the width of the coverings of the industrial framework according to the invention including the overhanging edge regions may be equal to the one, two or three grid. Due to these dimensions it is achieved that longitudinally adjacent pads form virtually no gap between them.
  • recesses for wedges can preferably be present in this case, with which the bolts can be fastened to the vertical supports. Such recesses are usefully provided only in those sections of the edge areas, which are located in the immediate vicinity of the vertical supports and thus the wedges.
  • the width of the coverings including the overhanging edge regions may also be slightly less than the one, two or three grid spacing, so that said wedges find space between two coverings adjoining one another on the longitudinal side. In this case, then a slight gap between adjacent coverings is accepted. Finally, it makes sense to equip the pads frontally with a lift-off, as it is already known from the prior art. Further preferred embodiments of the invention are specified in the subclaims.
  • Fig. 1 shows an industrial plant having tubes 2, 4 and walls 6, which is scaffolded with an industrial scaffold according to the invention, in order to be able to carry out maintenance work in a plane in the region of the tubes 2, 4 and the walls 6, which is at a distance of 4 m from the bottom 8.
  • the framework consists of a plurality of vertical supports 10a to k, which consist in the illustrated application of several nested parts, as known from the prior art.
  • the vertical supports 10a to k are provided with equidistantly spaced rosettes 12, in which inter alia latch 14 are suspended, which connect adjacent vertical supports 10a to k with each other.
  • diagonal supports 16 are also provided in a known manner, which are also in the rosettes 12 can be suspended.
  • a comparatively small, only rectangular formed lower working plane 20 and a larger and more complex trained upper working plane 22 are created. Both working planes are each formed by a plurality of coverings 24, the lower working plane 20 consisting exclusively of six mutually parallel coverings 24.
  • Fig. 1 illustrates that an industrial scaffold according to the invention can be adapted very individually and precisely to the respective shapes of the tubes 2, 4 and the walls 6 to be converted, without appreciable gaps occurring between the linings 24 and the tubes 2, for example. Furthermore, the pads 24 are designed so that between them also no gaps occur, which in connection with the Fig. 2 and 3 is explained.
  • Fig. 2 shows in section two mutually parallel coverings 24, between which a bolt 14 is arranged, the longitudinal extent of which runs parallel to the longitudinal sides of the coverings 24.
  • the coverings 24 each consist of a base body 26, which has a comparatively thin, horizontally extending, walkable plane, from which stable stiffening elements extend substantially vertically downwards in the outer regions. These stiffening elements are arranged exclusively on the longitudinal sides of the coverings 24 and not on their end faces. With the scaffold set up, the stiffening elements are located substantially in the same plane as the latch 14, which means that the scaffolding parts must be dimensioned so that the stiffening elements and the bars 14 do not collide with each other during assembly or disassembly of the scaffold.
  • the horizontally extending plane of the main body 26 has for reasons of material and weight savings openings 28, which also serve as anti-slip elements and whose shape, for example Fig. 6 is more apparent.
  • the longitudinal sides of the coverings 24 are each provided with overhanging edge regions 30 which protrude laterally beyond the base body 26 and are located above the plane in which the latches 14 extend when the framework is mounted. In this way it is achieved that two mutually facing overhanging edge regions 30 of two adjacent bars 24 largely overlap a bar 14, so that only a small gap is formed between the two overhanging edge regions 30.
  • overhanging edge regions 30 allows according to Fig. 3 Even in the case of a non-existent bolt, the formation of work surfaces without disturbing gaps between adjacent coverings, since the overhanging edge portions 30 adjacent pads are brought sufficiently close to each other.
  • the out Fig. 3 apparent gap 32 between the overhanging edge regions In practice, 30 is so small that it ultimately does not create a disturbing gap.
  • Fig. 4 shows a plan view of the upper working plane 22 according to Fig. 1 ,
  • a respective bolt 14a, b is fixed, so that in the bars 14a, b pads 24a are suspended, which fill the space between the bars 14a and 14b.
  • the latches 14a and 14b thus form vertical supports 10a and 10d as well as 10b and 10f connecting basic latches in the sense of the invention.
  • the vertical supports 10h and 10i are in Fig. 4 not shown, but off Fig. 1 seen.
  • the covering 24b is still suspended between two base bars, namely between the base bars 14g and 14h, all other coverings are located between a base bar and an additional bar, which will be explained below.
  • An auxiliary latch 14i is disposed between the vertical support 10c and the base latch 14h so as to extend parallel to the base latch 14b.
  • the base bar 14b and the additional bar 14i pads 24c are hung, which have the same dimensions as the pads 24a and 24b.
  • two additional latches 14k and 14l are furthermore provided, which extend parallel to one another between the additional latches 14i and the base latches 14b. These additional latches 14k, 14l are provided as close as possible to the tubes 2 and spaced apart from each other such that smaller deposits 24d can be hung in the additional latches 14k, 14l.
  • Two pads 24d are arranged on the side of the tubes 2 facing the additional bar 14i, three further pads 24d on the side of the tubes 2 facing away from the additional bar 14i.
  • Another additional bar 14m extends parallel to the base bar 14c between the two base bars 14f and 14d, wherein the additional bar 14m is located centrally between the two base bars 14e and 14c.
  • pads 24e can be hooked in between the base bolt 14e and the additional bolt 14m and between the additional bolt 14m and the base bolt 14c in such a way that both the pipe 4 and a through-hole 34 can be optimally reconstructed in an L-shaped manner.
  • Another additional bar 14n runs parallel to that longitudinal side of the lining 24b, which faces away from the base bar 14e. Between this additional bar 14n and one between the Fig. 1 apparent vertical supports 10h and 10i formed base latch are suspended in this way pads 24f, whose length is about twice the pads 24c.
  • Fig. 4 thus illustrates that can be created by a clever combination of base bars 14a to h with additional bolts 14i to n an adaptable to individual circumstances grid in which then pads 24a to f different sizes are suspended so that the working plane 22 as close as possible to the remodeling contours can be introduced.
  • an auxiliary bar 14i is used which extends between a vertical support 10c and a base bar 14h.
  • additional bars 14k, m and n are shown, which extend between two Grundriegeln.
  • an additional bar 14l is used, which extends between a base bar and an additional latch.
  • Fig. 5 now illustrates that additional bars are possible, which in turn extend exclusively between additional bolts:
  • base bars 14o to 14r are arranged such that together they also describe the shape of a square. Between the base bars 14p and 14r a total of four long pads 24g are hung. The area covered by the pads 24g is bounded by an auxiliary bar 14s having the same length as the pads 24g and located between the base bars 14p and 14r. Between these additional latches 14s and the base latches 14q pads of medium length are hung 24h.
  • the two areas which are covered by the coverings 24h are in each case in turn limited by an additional latch 14t or 14u, which are respectively located between the base latch 14q and the additional latch 14s.
  • an additional latch 14t or 14u Between the two additional bars 14t and 14u is another additional bolt Suspended 14v, which extends perpendicular to the two additional bolts 14t and 14u.
  • Another auxiliary bar 14w extending parallel to the auxiliary bar 14u is hung between the auxiliary bars 14v and 14s.
  • Fig. 6 shows the end portion of a covering 24 with the openings 28 already mentioned as well as with two end hook elements 34, which are adapted to engage over a latch 14. Furthermore, a total of four support elements 36 are provided on the front side of the lining 24, which are arranged such that they can ultimately be supported on that latch 14 which is overlapped by the hook elements 34. Finally, the pad 24 is also equipped with a movable in recesses provided for lift-off 38, which is formed by a steel bracket, which can be moved under a bolt 14, that the bolt 14 is finally fixed between the hook members 34 and the lift-off 38 ,
  • Fig. 7 shows how coverings 24 according to Fig. 6 can be hung in a latch 14.
  • two pads 24 extend parallel to each other, so that their hook elements 34 from the same side over a common latch 14 overlap, with the support elements 36 of both pads 24 are supported on this latch 14.
  • the two coverings 24 are in the immediate vicinity of each other, without a disturbing gap between them would be formed. This would apply in the same way, if below the area at which the two edge regions 30 adjacent to each other, a further latch 14 would be present.
  • Fig. 8 shows two pads according to Fig. 6 which adjoin one another at the end face and are hooked from opposite sides into a common latch 14. Characterized in that the hook elements 34 are not centrally located at the end faces of the pads 24, but slightly offset from the center, the two pads can be aligned with each other in the longitudinal direction without their the common latch 14 cross hook members 34 abut each other. The spaces formed between the covering elements 24 and the bar 14 have approximately the same order of magnitude as the apertures 28 of the covering elements, so that these spaces are ultimately not disturbing.
  • the support elements 36 of the coverings 24 are dimensioned so short that they do not collide with each other at frontally adjacent coverings 24, but leave between them still a place for any required fasteners 30, by means of which bars 14 on other bars 14 or rosettes 12 fastened are.
  • Fig. 9 shows in perspective a fortified between two bars 14 short additional latch 14y, which is overlapped by hook elements 34 of a covering 24.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Ladders (AREA)
  • Bridges Or Land Bridges (AREA)
  • Movable Scaffolding (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)

Description

Die Erfindung betrifft ein Industriegerüst mit Vertikalstützen, welche mittels horizontal verlaufender Riegel miteinander verbindbar sind, wobei in die Riegel zur Schaffung einer begehbaren Arbeitsfläche Beläge einhängbar sind, welche sich in einer horizontalen Ebene erstrecken.The invention relates to an industrial scaffold with vertical supports, which are connected to each other by means of horizontally extending latch, wherein in the bolt to create a walk-in work surface pads are suspended, which extend in a horizontal plane.

Derartige Industriegerüste werden in der Praxis vielfach eingesetzt, um Industrieanlagen, insbesondere chemische Anlagen zu warten oder zu erstellen. Auch im Schiffsbau oder bei der Wartung von Schiffen kommen Industriegerüste zum Einsatz. Bei vielen dieser Anwendungsfälle stellt sich das Problem, dass komplexe Konturen, die nur wenig gerade Flächen aufweisen, eingerüstet werden müssen. Insbesondere ist es oftmals auch nötig, Rohre oder Rohranlagen zu umbauen, was besonders schwierig ist, wenn - was generell wünschenswert ist - die Arbeitsfläche des Gerüsts möglichst nahe an die zu umbauenden Flächen herangeführt werden soll.Such industrial scaffolds are often used in practice to maintain or create industrial plants, especially chemical plants. Also in shipbuilding or in the maintenance of ships industrial scaffoldings are used. In many of these applications, the problem arises that complex contours, which have only a few straight surfaces, must be scaffolded. In particular, it is often necessary to convert pipes or pipe systems, which is particularly difficult if - which is generally desirable - the working surface of the scaffold should be brought as close as possible to the surfaces to be converted.

Diesen Anforderungen werden aus dem Stand der Technik bekannte Industriegerüste nur dadurch gerecht, dass eine Vielzahl von unterschiedlichen Gerüstteilen, die an unterschiedlichste Formen angepasst sind, vorgehalten werden, was einen nachteilig hohen Aufwand bedeutet.These requirements are known from the prior art industrial scaffolding only by the fact that a variety of different scaffolding parts that are adapted to a variety of forms, be kept, which means a disadvantageously high cost.

Weiterhin besteht im Industriegerüstbau das Erfordernis, zumindest weitgehend lückenlose Arbeitsflächen zu schaffen, so dass z.B. bei der Durchführung von Arbeiten herabfallende Kleinteile nicht durch die Arbeitsfläche hindurchfallen können. Da bei bekannten Industriegerüsten jedoch zwischen aneinander angrenzenden Belägen oftmals Lücken bestehen, ist es nötig, diese mit separaten Zusatzelementen abzudecken, was wiederum einen nachteiligen Aufwand bedingt.
GB-A- 2 362 422 offenbart ein Gerüstsystem, bei dem Beläge in Riegel oder Träger eingehängt werden können. Ausschließlich stirnseitig an den Belagelementen vorgesehene überkragende Randbereiche überdecken einen Teilbereich des Riegels.
Furthermore, there is the need in industrial scaffolding to create at least largely complete work surfaces, so that, for example, when performing work falling small parts can not fall through the work surface. However, since there are often gaps between adjacent linings in known industrial scaffolds, it is necessary to cover these with separate additional elements, which in turn requires a disadvantageous effort.
GB-A-2 362 422 discloses a scaffold system in which pads can be hung in bars or beams. Only over the front side of the covering elements provided overhanging edge areas cover a portion of the bolt.

Dieses Dokument offenbart alle technischen Merkmale des Oberbegriffs des Anspruchs 1.This document discloses all the technical features of the preamble of claim 1.

Die GB 945 822 A zeigt ein Gerüstsystem, bei dem Riegel mit durch mehrfache Falzungen ausgebildeten Nuten vorgesehen sind, in die ebenfalls mit Falzen versehene Beläge eingehängt werden können.
Eine Aufgabe der Erfindung besteht darin, ein Industriegerüst der eingangs genannten Art bereitzustellen, mittels welchem weitestgehend lückenlose Arbeitsflächen unter Vorhaltung einer geringstmöglichen Anzahl von unterschiedlichen Teilen geschaffen werden können.
Diese Aufgabe wird erfindungsgemäß durch die Merkmale des Anspruchs 1 gelöst.
The GB 945 822A shows a scaffolding system, are provided in the bolt with grooves formed by multiple folds, in which also provided with folds pads can be hung.
An object of the invention is to provide an industrial scaffold of the type mentioned, by means of which largely seamless work surfaces can be created while maintaining a minimum number of different parts.
This object is achieved by the features of claim 1.

Dem erfindungsgemäßen Industriegerüst liegt somit die einfache Idee zugrunde, bestimmte Randbereiche der Beläge so zu modifizieren, dass sie einen ggf. parallel zu einem solchen Randbereich verlaufenden Riegel bereichsweise überdecken, was dazu führt, dass zwischen Belag und Riegel keine störende Lücke entstehen kann. Wenn weiterhin beidseits eines Riegels parallel zueinander verlaufende Beläge angeordnet werden, dessen dem Riegel zugewandte Randbereiche erfindungsgemäß ausgestaltet sind, wird erreicht, dass sich diese Randbereiche gegenseitig fast berühren oder nur einen sehr kleinen Spalt zwischen sich ausbilden. Auf diese Weise wird auch im Bereich des Riegels eine praktisch durchgehende Arbeitsfläche ohne jegliche Lücke oder Stufe geschaffen, wobei der von den ausgestalteten Randbereichen überdeckte Riegel von oben betrachtet so gut wie nicht mehr zu sehen ist. Eine entsprechend durchgehende Arbeitsfläche ohne jegliche Lücke wird erfindungsgemäß auch dann sichergestellt, wenn sich zwischen den benachbarten Belägen kein Riegel befindet, da die überkragenden Randbereiche der Beläge unabhängig vom Vorhandensein eines Riegels fast aneinander angrenzen.The industrial scaffold according to the invention is thus based on the simple idea of modifying certain edge regions of the linings in such a way that they partially cover a bar extending parallel to such an edge region, which results in no disruptive gap between the lining and the bar. Furthermore, if mutually parallel coatings are arranged on both sides of a bar whose edge areas facing the bar are configured according to the invention, it is achieved that these border areas almost touch one another or form only a very small gap between them. In this way, a practically continuous working surface without any gap or step is created in the area of the bar, wherein the bar covered by the configured edge areas is almost invisible when viewed from above. A correspondingly continuous work surface without any gap is also ensured according to the invention when no bar is located between the adjacent coverings, since the overhanging edge regions of the coverings almost adjoin one another independently of the presence of a bolt.

Der Grundkörper der Beläge des erfindungsgemäßen Industriegerüsts erstreckt sich in der Regel in der gleichen Ebene wie die Riegel, wobei die überkragenden Randbereiche knapp oberhalb dieser Ebene angeordnet sind, so dass zwischen diesen Randbereichen und den Riegeln keine Kollisionen auftreten können. Die Grundkörper der Beläge sind dabei so bemessen, dass sie zwischen die Riegel eingeführt werden können, ohne dass sie dabei an den Riegeln anstoßen.
All dies wird gemäß der Erfindung erreicht, ohne dass irgendwelche zusätzlichen Elemente vorgesehen werden müssten, die dazu geeignet wären, Lücken zwischen Belägen abzudecken. Derartige Lücken werden nämlich allein durch die spezielle Ausgestaltung der Beläge des erfindungsgemäßen Industriegerüsts bzw. deren Randbereiche vollständig vermieden.
Da keine zusätzlichen Abdeckelemente benötigt werden, wird die Anzahl der für das Industriegerüst benötigten unterschiedlichen Teile stark reduziert, was den Lageraufwand und die damit verbundene Logistik minimiert, die Planung eines Industriegerüsts vereinfacht und die Montage bzw. Demontage erleichtert.
The main body of the linings of the industrial framework according to the invention generally extends in the same plane as the bars, wherein the overhanging edge regions are arranged just above this plane, so that no collisions can occur between these edge regions and the bars. The body of the pads are dimensioned so that they can be inserted between the bars without that they abut the bars.
All of this is achieved according to the invention without the need to provide any additional elements that would be suitable for covering gaps between linings. Such gaps are namely completely avoided solely by the special design of the linings of the industrial scaffold according to the invention or their edge regions.
Since no additional cover elements are required, the number of different parts required for the industrial scaffolding is greatly reduced, which minimizes the storage costs and associated logistics, simplifies the planning of an industrial scaffolding and facilitates assembly and disassembly.

Die Beläge des erfindungsgemäßen Industriegerüsts weisen eine rechteckige Form auf und weisen an ihren Stirnseiten Hakenelemente zum Einhängen in einem Riegel auf so dass diese Hakenelemente und eventuelle weitere stirnseitig an den Belägen vorgesehene Stützelemente im Wesentlichen für die Kraftübertragung von den Belägen auf die Riegel zuständig sind. Die Stirnseiten der Beläge weisen in diesem Fall im Gegensatz zu ihren Längsseiten keine oder nur sehr geringfügig überkragende Randbereiche auf, da die Beläge stirnseitig konstruktionsbedingt immer an einen Riegel anschließen müssen, so dass hier zwischen stirnseitig aneinander angrenzenden Belägen keine Lücken auftreten können. Derartige Lücken werden vielmehr von den zwingend vorhandenen Riegeln ausgefüllt.The linings of the industrial scaffolding according to the invention have a rectangular shape and have on their faces hook elements for hooking in a bar so that these hook elements and any other frontally provided on the linings support elements are essentially responsible for the power transmission from the linings to the bars. The faces of the pads have in this case, in contrast to their long sides No or only slightly overhanging edge regions, since the coverings always have to connect at the front side due to the design of a bolt, so that here between the front side adjacent pads no gaps can occur. Such gaps are rather filled by the mandatory bars.

Die Längsseiten der Beläge des erfindungsgemäßen Industriegerüsts hingegen sind mit überkragenden Randbereichen versehen. Dies führt in vorteilhafter Weise dazu, dass längsseitig aneinander angrenzende Beläge keine nennenswerte Lücke zwischen sich ausbilden, und zwar unabhängig davon, ob zwischen den Belägen ein Riegel vorhanden ist oder nicht. Die überkragenden Randbereiche grenzen vielmehr weitgehend direkt aneinander an und bilden so eine durchgehende Fläche, wobei sie entweder einen zwischen den Belägen vorhandenen Riegel abdecken oder - bei Fehlen eines solchen Riegels - den für einen solchen Riegel vorgesehenen Hohlraum überdecken.The longitudinal sides of the coverings of the industrial frame according to the invention, however, are provided with overhanging edge regions. This results in an advantageous manner that longitudinally adjacent pads form no significant gap between them, regardless of whether there is a bar between the pads or not. Rather, the overhanging edge regions largely adjoin one another directly and thus form a continuous surface, wherein they either cover a bolt present between the coverings or - in the absence of such a bolt - cover the cavity provided for such a bolt.

Erfindungsgemäß sind sich zwischen zwei Vertikalstützen erstreckende Grundriegel und sich zwischen Grundriegeln und/oder Vertikalstützen erstreckende Zusatzriegel vorgesehen. Weiterhin können auch Zusatzriegel vorgesehen werden, welche sich ihrerseits zwischen Zusatzriegeln, Grundriegeln und/oder Vertikalstützen erstrecken. Grundriegel sind somit immer zwischen zwei Vertikalstützen angeordnet, wohingegen Zusatzriegel mit ihren stirnseitigen Kopplungsbereichen in beliebiger Weise mit Vertikalstützen, Grundriegeln oder weiteren Zusatzriegeln koppelbar sind. Die Zusatzriegel erstrecken sich dabei senkrecht zu denjenigen Riegeln, an denen sie befestigt werden, wobei sich alle Riegel einer Arbeitsebene in ein und derselben Ebene befinden.According to the invention extending between two vertical supports base bars and extending between base bars and / or vertical supports additional bolts are provided. Furthermore, additional bolts can be provided, which in turn extend between additional bolts, base bolts and / or vertical supports. Base bars are thus always arranged between two vertical supports, whereas additional bolts are coupled with their frontal coupling areas in any way with vertical supports, base bolts or other additional bolts. The additional bolts extend perpendicular to those bars to which they are attached, with all the bars of a working plane are in the same plane.

Durch die Vorsehung der erwähnten Zusatzriegel wird es möglich, das erfindungsgemäße Industriegerüst sehr variabel an unterschiedlichste Konturen anzupassen und insbesondere auch vergleichsweise kleine Aussparungen in den zu schaffenden Arbeitsflächen vorzusehen, ohne dass hierfür eine Vielzahl von unterschiedlichen Teilen nötig wäre. Die Vorsehung der erwähnten Zusatzriegel ermöglicht es dabei insbesondere, dass in einer begehbaren Arbeitsfläche eine Anzahl von ersten Belägen vorhanden sein kann, die parallel zueinander ausgerichtet sind, wobei weiterhin zweite Beläge vorhanden sind, die sich senkrecht zu den ersten Belägen erstrecken. Entsprechende Beispiele werden im Rahmen der Figurenbeschreibung nachstehend noch erläutert.
Besonders vorteilhaft ist es, wenn die Grund- und Zusatzriegel identische Querschnitte besitzen und auch identische stirnseitige Kopplungsabschnitte aufweisen. Hierdurch wird der Produktionsaufwand minimiert, und zudem wird es möglich, die vorhandenen Riegel vielseitig sowohl als Grund- als auch als Zusatzriegel einzusetzen, da zwischen Grund- und Zusatzriegel praktisch keine Unterschiede bestehen. Die einzig relevanten Unterschiede bestehen in der Länge der Riegel, wobei aber durchaus Einsatzfälle denkbar sind, bei denen Grund- und Zusatzriegel untereinander gleiche Längen aufweisen.
The provision of the aforementioned additional bolt makes it possible to adapt the industrial scaffolding according to the invention very variably to the most varied contours and, in particular, to provide comparatively small recesses in the working surfaces to be created, without the need for a large number of different parts. The provision of the aforementioned auxiliary bars makes it possible, in particular, for a number of first coverings to be present in a walk-on work surface which are aligned parallel to one another, with second coverings extending perpendicular to the first coverings continuing to be present. Corresponding examples will be explained below in the context of the description of the figures.
It is particularly advantageous if the base and additional latches have identical cross sections and also have identical frontal coupling sections. As a result, the production cost is minimized, and also it is possible to use the existing bars versatile both as a basic and as an additional bar, since there are virtually no differences between basic and additional bars. The only relevant differences exist in the length of the bars, but quite cases are conceivable in which basic and additional bars have mutually equal lengths.

Da die Riegel des erfindungsgemäßen Industriegerüsts die sowohl als Grund- als auch als Zusatzriegel einsetzbar sind, entweder als Grundriegel mit Vertikalstützen oder als Zusatzriegel auch mit weiteren Riegeln koppelbar sein müssen, ist es sinnvoll, die stirnseitigen Kopplungsabschnitte der Riegel so auszubilden, dass sie beispielsweise zur Befestigung an mit den Vertikalstützen verbundenen Rosetten geeignet sind, wobei dann für die Befestigung eines Zusatzriegels an einem weiteren Riegel separate Kopplungselemente vorgesehen werden müssen, die dazu geeignet sind, einen Riegel mit einem stirnseitigen Kopplungsabschnitt eines Zusatzriegels zu verbinden. Derartige Kopplungselemente können dann entlang eines Riegels an beliebigen Stellen angebracht werden.Since the bars of the industrial scaffolding according to the invention which can be used both as a basic and as an additional bolt, either as a basic bolt with vertical supports or as an additional bolt with other bars must be coupled, it makes sense to form the frontal coupling portions of the bolt so that they, for example Attachment to be connected to the vertical supports rosettes are suitable, in which case separate coupling elements must be provided for the attachment of an additional bolt to another latch, which are adapted to a bolt with a connect frontal coupling portion of an additional bolt. Such coupling elements can then be mounted along a bolt anywhere.

Die Beläge des erfindungsgemäßen Industriegerüsts liegen bevorzugt in unterschiedlichen, an ein Rastermaß angepassten Größen vor, wobei der Abstand der Längsachsen benachbarter Vertikalstützen ein ganzzahliges Vielfaches des Rastermaßes beträgt. Das Rastermaß kann beispielsweise eine Länge von 25 cm oder beliebige andere Längen besitzen. Dementsprechend liegen in diesem Fall dann auch die als Grund- und Zusatzriegel einsetzbaren Riegel in an das Rastermaß angepassten Größen vor, so dass das Gesamtsystem bei einer minimalen Anzahl von vorzuhaltenden Teilen mit einem höchstmöglichen Maß an Variabilität einsetzbar ist.
Die Längserstreckung der Beläge einschließlich der stirnseitigen Hakenelemente zum Einhängen in einen Riegel kann etwas mehr als ein ganzzahliges Vielfaches des Rastermaßes betragen, so dass die Hakenelemente die Riegel vollständig übergreifen können. Ein derartiges Übergreifen verhindert wirksam eine Relativbewegung der Beläge senkrecht zu denjenigen Riegeln an denen die Beläge eingehängt sind. Wenn die Längserstreckung der Beläge einschließlich der stirnseitigen Hakenelemente lediglich ein ganzzahliges Vielfaches des Rastermaßes betragen würde, wäre lediglich ein Aufliegen auf den Riegeln, jedoch kein Einhängen möglich, so dass dann auf nachteilige Weise die erwähnte Relativbewegung nicht verhindert würde.
Wenn im Rahmen der Erfindung von einem Vielfachen des Rastermaßes gesprochen wird, umfasst dieses Vielfache auch das Einfache des Rastermaßes.
The linings of the industrial framework according to the invention are preferably in different sizes adapted to a grid size, the spacing of the longitudinal axes of adjacent vertical supports being an integer multiple of the grid dimension. The grid may for example have a length of 25 cm or any other lengths. Accordingly, in this case, the bars which can be used as basic and additional bars also exist in sizes adapted to the grid dimension, so that the entire system can be used with a maximum amount of variability with a minimum number of parts to be kept.
The longitudinal extension of the coverings including the front hook elements for hanging in a bar can be slightly more than an integer multiple of the grid dimension, so that the hook elements can completely overlap the latch. Such overlapping effectively prevents a relative movement of the pads perpendicular to those bars on which the pads are mounted. If the longitudinal extension of the coverings, including the front hook elements, would only amount to an integer multiple of the grid dimension, only resting on the bars, but no hooking would be possible, so that the mentioned relative movement would not be prevented in a disadvantageous way.
If in the context of the invention of a multiple of the pitch is spoken, this multiple includes the simplicity of the grid.

Die Längserstreckung der Beläge ohne die stirnseitigen Hakenelemente beträgt bevorzugt etwas weniger als ein ganzzahliges Vielfaches des Rastermaßes, so dass ein Einhängen zweier stirnseitig benachbarter Beläge in einen gemeinsamen Riegel möglich ist, ohne dass ein bereits eingehängter Belag das Einhängen eines weiteren Belags verhindert.The longitudinal extent of the coverings without the end hook elements is preferably slightly less than an integer multiple of the grid, so that hanging two frontally adjacent pads in a common bolt is possible without an already hinged pad prevents the attachment of another pad.

Die Breite der Beläge des erfindungsgemäßen Industriegerüsts einschließlich der überkragenden Randbereiche kann gleich dem ein-, zwei- oder dreifachen Rastermaß sein. Durch diese Abmessungen wird erreicht, dass längsseitig aneinander angrenzende Beläge praktisch keine Lücke zwischen sich ausbilden. In den überkragenden Randbereichen können in diesem Fall bevorzugt Aussparungen für Keile vorhanden sein, mit denen die Riegel an den Vertikalstützen befestigbar sind. Derartige Aussparungen werden sinnvollerweise ausschließlich in denjenigen Abschnitten der Randbereiche vorgesehen, die sich in unmittelbarer Nähe der Vertikalstützen und somit der Keile befinden.
Alternativ kann die Breite der Beläge einschließlich der überkragenden Randbereiche auch etwas weniger als das ein-, zwei- oder dreifache Rastermaß betragen, so dass die genannten Keile zwischen zwei längsseitig aneinander angrenzenden Belägen Platz finden. In diesem Fall wird dann ein geringfügiger Spalt zwischen aneinander angrenzenden Belägen in Kauf genommen.
Schließlich ist es sinnvoll, die Beläge stirnseitig mit einer Abhebesicherung auszustatten, wie sie aus dem Stand der Technik bereits bekannt ist.
Weitere bevorzugte Ausführungsformen der Erfindung sind in den Unteransprüchen angegeben.
The width of the coverings of the industrial framework according to the invention including the overhanging edge regions may be equal to the one, two or three grid. Due to these dimensions it is achieved that longitudinally adjacent pads form virtually no gap between them. In the overhanging edge regions, recesses for wedges can preferably be present in this case, with which the bolts can be fastened to the vertical supports. Such recesses are usefully provided only in those sections of the edge areas, which are located in the immediate vicinity of the vertical supports and thus the wedges.
Alternatively, the width of the coverings including the overhanging edge regions may also be slightly less than the one, two or three grid spacing, so that said wedges find space between two coverings adjoining one another on the longitudinal side. In this case, then a slight gap between adjacent coverings is accepted.
Finally, it makes sense to equip the pads frontally with a lift-off, as it is already known from the prior art.
Further preferred embodiments of the invention are specified in the subclaims.

Die Erfindung wird nachfolgend anhand von Ausführungsbeispielen unter Bezugnahme auf die Zeichnungen beschrieben; in diesen zeigen:

Fig. 1
eine dreidimensionale Darstellung eines an einen konkreten Anwendungsfall angepassten erfindungsgemäßen Industriegerüsts,
Fig. 2
einen Schnitt durch zwei Beläge des erfindungsgemäßen Industriegerüsts mit dazwischen angeordnetem Riegel,
Fig. 3
einen Schnitt durch zwei Beläge des erfindungsgemäßen Industriegerüsts ohne dazwischen angeordneten Riegel,
Fig. 4
eine Draufsicht auf die Arbeitsfläche des Gerüsts gemäß Fig. 1,
Fig. 5
eine Draufsicht auf eine weitere, erfindungsgemäß ausgestaltete Arbeitsfläche,
Fig. 6
eine dreidimensionale Ansicht des Endbereichs eines Belags des erfindungsgemäßen Industriegerüsts
Fig. 7
eine dreidimensionale Ansicht mehrerer, parallel zueinander verlaufender Beläge gemäß Fig. 6, welche in einen Riegel eingehängt sind,
Fig. 8
eine Draufsicht auf zwei stirnseitig aneinander angrenzende Beläge des erfindungsgemäßen Industriegerüsts gemäß Fig. 6, welche in einen gemeinsamen Riegel eingehängt sind, und
Fig. 9
eine dreidimensionale Ansicht des Endbereichs eines in einen Zusatzriegel eingehängten Belags gemäß Fig. 6, des erfindungsgemäßen Industriegerüsts.
The invention will now be described by way of example with reference to the drawings; in these show:
Fig. 1
a three-dimensional representation of an industrial scaffold according to the invention adapted to a specific application,
Fig. 2
a section through two coverings of the industrial frame according to the invention with interposed bar,
Fig. 3
a section through two coverings of the industrial framework according to the invention without interposed bars,
Fig. 4
a plan view of the working surface of the scaffold according to Fig. 1 .
Fig. 5
a top view of another, inventively designed work surface,
Fig. 6
a three-dimensional view of the end portion of a covering of the industrial scaffold according to the invention
Fig. 7
a three-dimensional view of a plurality of mutually parallel pads according to Fig. 6 , which are hung in a bar,
Fig. 8
a plan view of two frontally adjacent pads of the industrial scaffold according to the invention Fig. 6 , which are hung in a common bar, and
Fig. 9
a three-dimensional view of the end portion of a hinged in an additional latch pad according to Fig . 6 , the industrial scaffold according to the invention.

Fig. 1 zeigt eine Rohre 2, 4 und Wände 6 aufweisende Industrieanlage, welche mit einem erfindungsgemäßen Industriegerüst eingerüstet ist, um im Bereich der Rohre 2, 4 sowie der Wände 6 Wartungsarbeiten in einer Ebene ausführen zu können, die vom Boden 8 ungefähr 4 m beabstandet ist. Das Gerüst besteht aus einer Mehrzahl von Vertikalstützen 10a bis k, welche im dargestellten Anwendungsfall aus mehreren ineinander gesteckten Teilen bestehen, wie sie aus dem Stand der Technik bekannt sind. Die Vertikalstützen 10a bis k sind mit äquidistant voneinander beabstandeten Rosetten 12 versehen, in welche unter anderem Riegel 14 einhängbar sind, welche benachbarte Vertikalstützen 10a bis k miteinander verbinden.
Zur Stabilisierung des dargestellten Gerüsts sind ferner in bekannter Weise Diagonalstützen 16 vorgesehen, welche ebenfalls in die Rosetten 12 einhängbar sind. Ferner können in die Rosetten 12 auch Geländerelemente 18 zur Sicherung von Arbeitsebenen eingehängt werden.
Im dargestellten Ausführungsbeispiel werden eine vergleichsweise kleine, lediglich rechteckig ausgebildete untere Arbeitsebene 20 sowie eine größere und komplexere ausgebildete obere Arbeitsebene 22 geschaffen. Beide Arbeitsebenen werden jeweils durch eine Mehrzahl von Belägen 24 gebildet, wobei die untere Arbeitsebene 20 ausschließlich aus sechs parallel zueinander verlaufenden Belägen 24 besteht. Die obere Arbeitsebene 22 hingegen besteht aus einer größeren Anzahl von Belägen 24, welche drei unterschiedliche Längen, jedoch untereinander gleiche Breiten aufweisen, wobei einige dieser Beläge 24 parallel zueinander und andere dieser Beläge 24 senkrecht zueinander orientiert sind.
Fig. 1 shows an industrial plant having tubes 2, 4 and walls 6, which is scaffolded with an industrial scaffold according to the invention, in order to be able to carry out maintenance work in a plane in the region of the tubes 2, 4 and the walls 6, which is at a distance of 4 m from the bottom 8. The framework consists of a plurality of vertical supports 10a to k, which consist in the illustrated application of several nested parts, as known from the prior art. The vertical supports 10a to k are provided with equidistantly spaced rosettes 12, in which inter alia latch 14 are suspended, which connect adjacent vertical supports 10a to k with each other.
To stabilize the framework shown diagonal supports 16 are also provided in a known manner, which are also in the rosettes 12 can be suspended. Furthermore, in the rosettes 12 and railing elements 18 can be hung to secure working levels.
In the illustrated embodiment, a comparatively small, only rectangular formed lower working plane 20 and a larger and more complex trained upper working plane 22 are created. Both working planes are each formed by a plurality of coverings 24, the lower working plane 20 consisting exclusively of six mutually parallel coverings 24. The upper working plane 22, however, consists of a larger number of coverings 24, which have three different lengths, but mutually equal widths, wherein some of these pads 24 are parallel to each other and other of these pads 24 are oriented perpendicular to each other.

Alle Beläge 24 der beiden Arbeitsebenen 20, 22 sind in Riegel 14 eingehängt, was nachfolgend in Verbindung mit Fig. 4 noch näher erläutert wird.All pads 24 of the two working levels 20, 22 are mounted in latch 14, which is subsequently in connection with Fig. 4 will be explained in more detail.

Fig. 1 veranschaulicht, dass ein erfindungsgemäßes Industriegerüst sehr individuell und genau an die jeweils zu umbauenden Formen der Rohre 2, 4 sowie der Wände 6 angepasst werden kann, ohne dass hier beispielsweise nennenswerte Lücken zwischen den Belägen 24 und den Rohren 2 auftreten. Ferner sind die Beläge 24 so ausgestaltet, dass zwischen ihnen ebenfalls keine Lücken auftreten, was nachfolgend in Verbindung mit den Fig. 2 und 3 erläutert wird. Fig. 1 illustrates that an industrial scaffold according to the invention can be adapted very individually and precisely to the respective shapes of the tubes 2, 4 and the walls 6 to be converted, without appreciable gaps occurring between the linings 24 and the tubes 2, for example. Furthermore, the pads 24 are designed so that between them also no gaps occur, which in connection with the Fig. 2 and 3 is explained.

Fig. 2 zeigt im Schnitt zwei parallel zueinander verlaufende Beläge 24, zwischen denen ein Riegel 14 angeordnet ist, dessen Längserstreckung parallel zu den Längsseiten der Beläge 24 verläuft. Die Beläge 24 bestehen jeweils aus einem Grundkörper 26, welcher eine vergleichsweise dünne, sich horizontal erstreckende, begehbare Ebene besitzt, von der aus sich in den Außenbereichen stabile Versteifungselemente im Wesentlichen senkrecht nach unten erstrecken. Diese Versteifungselemente sind ausschließlich an den Längsseiten der Beläge 24 und nicht an deren Stirnseiten angeordnet. Bei aufgebautem Gerüst befinden sich die Versteifungselemente im Wesentlichen in der gleichen Ebene wie der Riegel 14, was bedeutet, dass die Gerüstteile so dimensioniert werden müssen, dass die Versteifungselemente sowie die Riegel 14 beim Montieren bzw. Demontieren des Gerüstes nicht miteinander kollidieren. Fig. 2 shows in section two mutually parallel coverings 24, between which a bolt 14 is arranged, the longitudinal extent of which runs parallel to the longitudinal sides of the coverings 24. The coverings 24 each consist of a base body 26, which has a comparatively thin, horizontally extending, walkable plane, from which stable stiffening elements extend substantially vertically downwards in the outer regions. These stiffening elements are arranged exclusively on the longitudinal sides of the coverings 24 and not on their end faces. With the scaffold set up, the stiffening elements are located substantially in the same plane as the latch 14, which means that the scaffolding parts must be dimensioned so that the stiffening elements and the bars 14 do not collide with each other during assembly or disassembly of the scaffold.

Die sich horizontal erstreckende Ebene des Grundkörpers 26 besitzt aus Gründen der Material- und Gewichtsersparnis Durchbrechungen 28, welche gleichzeitig als Antirutschelemente dienen und deren Form beispielsweise aus Fig. 6 besser ersichtlich ist.
Die Längsseiten der Beläge 24 sind jeweils mit überkragenden Randbereichen 30 versehen, welche über den Grundkörper 26 seitlich hinausstehen und sich bei montiertem Gerüst oberhalb derjenigen Ebene befinden, in der sich die Riegel 14 erstrecken. Auf diese Weise wird erreicht, dass zwei einander zugewandte überkragende Randbereiche 30 zweier benachbarter Riegel 24 einen Riegel 14 weitgehend überdecken, so dass zwischen den beiden überkragenden Randbereichen 30 nur noch ein geringer Spalt ausgebildet ist.
Um zu verhindern, dass herabfallende Kleinteile durch die Arbeitsebene eines erfindungsgemäßen Gerüsts hindurchfallen können, würde es im Prinzip genügen, wenn die Randbereiche der Beläge 24 ausreichend nahe an den Riegel 14 gemäß Fig. 2 herangeführt werden. Es ist dabei jedoch zu berücksichtigen, dass es bei einer konkreten Gerüstanwendung häufiger vorkommt, dass zwischen parallel zueinander verlaufenden Belägen 24 kein Riegel 14 vorhanden ist, was dann zu störenden Lücken zwischen den Belägen 24 führen würde.
The horizontally extending plane of the main body 26 has for reasons of material and weight savings openings 28, which also serve as anti-slip elements and whose shape, for example Fig. 6 is more apparent.
The longitudinal sides of the coverings 24 are each provided with overhanging edge regions 30 which protrude laterally beyond the base body 26 and are located above the plane in which the latches 14 extend when the framework is mounted. In this way it is achieved that two mutually facing overhanging edge regions 30 of two adjacent bars 24 largely overlap a bar 14, so that only a small gap is formed between the two overhanging edge regions 30.
In order to prevent falling small parts can fall through the working plane of a scaffold according to the invention, it would be sufficient in principle, if the edge regions of the pads 24 sufficiently close to the bolt 14 according to Fig. 2 be introduced. It should be noted, however, that it is more common in a concrete scaffold application that no bar 14 is present between mutually parallel pads 24, which would then lead to disturbing gaps between the pads 24.

Die Vorsehung überkragender Randbereiche 30 ermöglicht jedoch gemäß Fig. 3 auch im Falle eines nicht vorhandenen Riegels die Ausbildung von Arbeitsflächen ohne störende Lücken zwischen aneinander angrenzenden Belägen, da die überkragenden Randbereiche 30 benachbarter Beläge ausreichend nahe aneinander herangeführt sind. Der aus Fig. 3 ersichtliche Spalt 32 zwischen den überkragenden Randbereichen 30 ist in der Praxis so klein, dass er letztlich keine störende Lücke bildet.The provision of overhanging edge regions 30, however, allows according to Fig. 3 Even in the case of a non-existent bolt, the formation of work surfaces without disturbing gaps between adjacent coverings, since the overhanging edge portions 30 adjacent pads are brought sufficiently close to each other. The out Fig. 3 apparent gap 32 between the overhanging edge regions In practice, 30 is so small that it ultimately does not create a disturbing gap.

Fig. 4 zeigt eine Draufsicht auf die obere Arbeitsebene 22 gemäß Fig. 1. Fig. 4 shows a plan view of the upper working plane 22 according to Fig. 1 ,

Zwischen den Vertikalstützen 10a und 10d, sowie zwischen den Vertikalstützen 10b und 10f ist jeweils ein Riegel 14a, b befestigt, so dass in die Riegel 14a, b Beläge 24a einhängbar sind, welche den Raum zwischen den Riegeln 14a und 14b ausfüllen. Die Riegel 14a und 14b bilden somit Vertikalstützen 10a und 10d sowie 10b und 10f verbindende Grundriegel im Sinne der Erfindung.Between the vertical supports 10a and 10d, as well as between the vertical supports 10b and 10f, a respective bolt 14a, b is fixed, so that in the bars 14a, b pads 24a are suspended, which fill the space between the bars 14a and 14b. The latches 14a and 14b thus form vertical supports 10a and 10d as well as 10b and 10f connecting basic latches in the sense of the invention.

Folgende weitere Grundriegel sind zwischen folgenden weiteren Vertikalstützen ausgebildet:

  • Grundriegel 14c zwischen Vertikalstützen 10d und 10e
  • Grundriegel 14d zwischen Vertikalstützen 10e und 10g
  • Grundriegel 14e zwischen Vertikalstützen 10g und 10f
  • Grundriegel 14f zwischen Vertikalstützen 10d und 10f
  • Grundriegel 14g zwischen Vertikalstützen 10g und 10h
  • Grundriegel 14h zwischen Vertikalstützen 10f und 10i
The following additional base bars are formed between the following additional vertical supports:
  • Base bar 14c between vertical supports 10d and 10e
  • Base bar 14d between vertical supports 10e and 10g
  • Base bar 14e between vertical supports 10g and 10f
  • Base bar 14f between vertical supports 10d and 10f
  • Base bar 14g between vertical supports 10g and 10h
  • Base bar 14h between vertical supports 10f and 10i

Die Vertikalstützen 10h und 10i sind in Fig. 4 nicht dargestellt, jedoch aus Fig. 1 ersichtlich.The vertical supports 10h and 10i are in Fig. 4 not shown, but off Fig. 1 seen.

Neben den Belägen 24a ist lediglich der Belag 24b noch zwischen zwei Grundriegeln, nämlich zwischen den Grundriegeln 14g und 14h eingehängt, alle anderen Beläge befinden sich zwischen einem Grundriegel und einem Zusatzriegel, was nachstehend noch erläutert wird.In addition to the coverings 24a, only the covering 24b is still suspended between two base bars, namely between the base bars 14g and 14h, all other coverings are located between a base bar and an additional bar, which will be explained below.

Ein Zusatzriegel 14i ist zwischen der Vertikalstütze 10c und dem Grundriegel 14h derart angeordnet, dass er sich parallel zum Grundriegel 14b erstreckt. Somit können zwischen dem Grundriegel 14b und dem Zusatzriegel 14i Beläge 24c eingehängt werden, welche die gleichen Abmessungen besitzen, wie die Beläge 24a und 24b.An auxiliary latch 14i is disposed between the vertical support 10c and the base latch 14h so as to extend parallel to the base latch 14b. Thus, between the base bar 14b and the additional bar 14i pads 24c are hung, which have the same dimensions as the pads 24a and 24b.

Um ein optimales Umbauen der Rohre 2 zu ermöglichen, sind ferner zwei Zusatzriegel 14k und 14l vorgesehen, welche sich parallel zueinander zwischen dem Zusatzriegel 14i und dem Grundriegel 14b erstrecken. Diese Zusatzriegel 14k, 14l sind möglichst nahe an den Rohren 2 vorgesehen und derart voneinander beabstandet, dass kleinere Beläge 24d in die Zusatzriegel 14k, 14l eingehängt werden können. Zwei Beläge 24d sind auf der dem Zusatzriegel 14i zugewandten Seite der Rohre 2 angeordnet, drei weitere Beläge 24d auf der dem Zusatzriegel 14i abgewandten Seite der Rohre 2.In order to allow optimal rebuilding of the tubes 2, two additional latches 14k and 14l are furthermore provided, which extend parallel to one another between the additional latches 14i and the base latches 14b. These additional latches 14k, 14l are provided as close as possible to the tubes 2 and spaced apart from each other such that smaller deposits 24d can be hung in the additional latches 14k, 14l. Two pads 24d are arranged on the side of the tubes 2 facing the additional bar 14i, three further pads 24d on the side of the tubes 2 facing away from the additional bar 14i.

Ein weiterer Zusatzriegel 14m verläuft parallel zum Grundriegel 14c zwischen den beiden Grundriegeln 14f und 14d, wobei sich der Zusatzriegel 14m mittig zwischen den beiden Grundriegeln 14e und 14c befindet. Somit sind Beläge 24e zum einen zwischen Grundriegel 14e und Zusatzriegel 14m und zum anderen zwischen Zusatzriegel 14m und Grundriegel 14c in der Weise einhängbar, dass sowohl das Rohr 4 als auch ein Durchstieg 34 optimal L-förmig umbaut werden können.Another additional bar 14m extends parallel to the base bar 14c between the two base bars 14f and 14d, wherein the additional bar 14m is located centrally between the two base bars 14e and 14c. Thus, pads 24e can be hooked in between the base bolt 14e and the additional bolt 14m and between the additional bolt 14m and the base bolt 14c in such a way that both the pipe 4 and a through-hole 34 can be optimally reconstructed in an L-shaped manner.

Ein weiterer Zusatzriegel 14n verläuft parallel zu derjenigen Längsseite des Belags 24b, welche dem Grundriegel 14e abgewandt ist. Zwischen diesem Zusatzriegel 14n und einem zwischen den aus Fig. 1 ersichtlichen Vertikalstützen 10h und 10i ausgebildeten Grundriegel sind auf diese Weise Beläge 24f einhängbar, deren Länge ungefähr das Doppelte der Beläge 24c beträgt.Another additional bar 14n runs parallel to that longitudinal side of the lining 24b, which faces away from the base bar 14e. Between this additional bar 14n and one between the Fig. 1 apparent vertical supports 10h and 10i formed base latch are suspended in this way pads 24f, whose length is about twice the pads 24c.

Fig. 4 veranschaulicht somit, dass durch eine geschickte Kombination von Grundriegeln 14a bis h mit Zusatzriegeln 14i bis n ein an individuelle Gegebenheiten anpassbares Raster geschaffen werden kann, in welches dann Beläge 24a bis f unterschiedlicher Größe derart einhängbar sind, dass die Arbeitsebene 22 möglichst dicht an die zu umbauenden Konturen herangeführt werden kann. Im Beispiel gemäß Fig. 4 ist ein Zusatzriegel 14i eingesetzt, welcher sich zwischen einer Vertikalstütze 10c und einem Grundriegel 14h erstreckt. Weiterhin sind Zusatzriegel 14k, m und n dargestellt, welche sich zwischen zwei Grundriegeln erstrecken. Schließlich ist auch ein Zusatzriegel 14l eingesetzt, welcher sich zwischen einem Grundriegel und einem Zusatzriegel erstreckt. Fig. 4 thus illustrates that can be created by a clever combination of base bars 14a to h with additional bolts 14i to n an adaptable to individual circumstances grid in which then pads 24a to f different sizes are suspended so that the working plane 22 as close as possible to the remodeling contours can be introduced. In the example according to Fig. 4 an auxiliary bar 14i is used which extends between a vertical support 10c and a base bar 14h. Furthermore, additional bars 14k, m and n are shown, which extend between two Grundriegeln. Finally, an additional bar 14l is used, which extends between a base bar and an additional latch.

Fig. 5 veranschaulicht nun, dass auch Zusatzriegel möglich sind, welche sich ihrerseits ausschließlich zwischen Zusatzriegeln erstrecken: Fig. 5 now illustrates that additional bars are possible, which in turn extend exclusively between additional bolts:

Zwischen vier ein Quadrat aufspannenden Vertikalstützen 10k bis 10m sind Grundriegel 14o bis 14r derart angeordnet, dass sie gemeinsam ebenfalls die Form eines Quadrats beschreiben. Zwischen die Grundriegel 14p und 14r sind insgesamt vier lange Beläge 24g eingehängt. Der durch die Beläge 24g abgedeckte Bereich ist durch einen Zusatzriegel 14s begrenzt, welcher die gleiche Länge aufweist wie die Beläge 24g und welcher sich zwischen den Grundriegeln 14p und 14r befindet. Zwischen diesen Zusatzriegel 14s und den Grundriegel 14q sind Beläge mittlerer Länge 24h eingehängt.Between four square-spanning vertical supports 10k to 10m, base bars 14o to 14r are arranged such that together they also describe the shape of a square. Between the base bars 14p and 14r a total of four long pads 24g are hung. The area covered by the pads 24g is bounded by an auxiliary bar 14s having the same length as the pads 24g and located between the base bars 14p and 14r. Between these additional latches 14s and the base latches 14q pads of medium length are hung 24h.

Die zwei Bereiche, die durch die Beläge 24h abgedeckt sind, sind jeweils wiederum durch einen Zusatzriegel 14t bzw. 14u begrenzt, welche sich jeweils zwischen dem Grundriegel 14q und dem Zusatzriegel 14s befinden. Zwischen die beiden Zusatzriegel 14t und 14u ist ein weiterer Zusatzriegel 14v eingehängt, welcher sich senkrecht zu den beiden Zusatzriegeln 14t und 14u erstreckt. Ein weiterer Zusatzriegel 14w, der sich parallel zum Zusatzriegel 14u erstreckt, ist zwischen den Zusatzriegeln 14v und 14s eingehängt. Schließlich befindet sich ein letzter Zusatzriegel 14x zwischen den Zusatzriegeln 14u und 14w. Dieser Zusatzriegel 14x erstreckt sich dabei parallel zum Grundriegel 14q.
Auf diese Weise wird durch die Zusatzriegel 14t bis x ein Raster geschaffen, in welches kleine Beläge 24i einhängbar sind, die gemeinsam eine L-förmige Fläche abdecken.
Fig. 6 zeigt den Endbereich eines Belags 24 mit den bereits erwähnten Durchbrechungen 28 sowie mit zwei stirnseitigen Hakenelementen 34, welche dazu geeignet sind, einen Riegel 14 zu übergreifen. Weiterhin sind stirnseitig am Belag 24 insgesamt vier Stützelemente 36 vorgesehen, welche derart angeordnet sind, dass sie sich letztlich auf demjenigen Riegel 14 abstützen können, der von den Hakenelementen 34 übergriffen wird.
Schließlich ist der Belag 24 auch noch mit einer in dafür vorgesehenen Aussparungen verschiebbaren Abhebesicherung 38 ausgestattet, welche durch einen Stahlbügel gebildet ist, welcher derart unter einen Riegel 14 bewegt werden kann, dass der Riegel 14 letztlich zwischen den Hakenelementen 34 und der Abhebesicherung 38 fixiert ist.
The two areas which are covered by the coverings 24h are in each case in turn limited by an additional latch 14t or 14u, which are respectively located between the base latch 14q and the additional latch 14s. Between the two additional bars 14t and 14u is another additional bolt Suspended 14v, which extends perpendicular to the two additional bolts 14t and 14u. Another auxiliary bar 14w extending parallel to the auxiliary bar 14u is hung between the auxiliary bars 14v and 14s. Finally, there is a last additional bar 14x between the additional bars 14u and 14w. This additional bar 14x extends parallel to the base bar 14q.
In this way, a grid is created by the additional latch 14t to x, in which small coverings 24i can be suspended, which together cover an L-shaped surface.
Fig. 6 shows the end portion of a covering 24 with the openings 28 already mentioned as well as with two end hook elements 34, which are adapted to engage over a latch 14. Furthermore, a total of four support elements 36 are provided on the front side of the lining 24, which are arranged such that they can ultimately be supported on that latch 14 which is overlapped by the hook elements 34.
Finally, the pad 24 is also equipped with a movable in recesses provided for lift-off 38, which is formed by a steel bracket, which can be moved under a bolt 14, that the bolt 14 is finally fixed between the hook members 34 and the lift-off 38 ,

Gut zu erkennen sind in Fig. 6 auch die vorgesehenen überkragenden Randbereiche 30, die bereits in Verbindung mit den Fig. 2 und 3 erläutert wurden.Good to see in Fig. 6 Also, the intended overhanging edge portions 30, already in conjunction with the Fig. 2 and 3 were explained.

Fig. 7 zeigt, wie Beläge 24 gemäß Fig. 6 in einen Riegel 14 eingehängt werden können. Gemäß Fig. 7 erstrecken sich zwei Beläge 24 parallel zueinander, so dass ihre Hakenelemente 34 von der gleichen Seite her einen gemeinsamen Riegel 14 übergreifen, wobei sich auch die Stützelemente 36 beider Beläge 24 auf diesem Riegel 14 abstützen. Fig. 7 shows how coverings 24 according to Fig. 6 can be hung in a latch 14. According to Fig. 7 two pads 24 extend parallel to each other, so that their hook elements 34 from the same side over a common latch 14 overlap, with the support elements 36 of both pads 24 are supported on this latch 14.

Aufgrund der überkragenden Randbereiche 30 befinden sich die beiden Beläge 24 in unmittelbarer Nachbarschaft zueinander, ohne dass ein störender Spalt zwischen ihnen ausgebildet würde. Dies würde in gleicher Weise gelten, wenn unterhalb des Bereichs, an dem die beiden Randbereiche 30 aneinander angrenzen, ein weiterer Riegel 14 vorhanden wäre.Due to the overhanging edge regions 30, the two coverings 24 are in the immediate vicinity of each other, without a disturbing gap between them would be formed. This would apply in the same way, if below the area at which the two edge regions 30 adjacent to each other, a further latch 14 would be present.

Fig. 8 zeigt zwei Beläge gemäß Fig. 6, die stirnseitig aneinander angrenzen und von entgegengesetzten Seiten in einen gemeinsamen Riegel 14 eingehängt sind. Dadurch, dass die Hakenelemente 34 nicht mittig an den Stirnseiten der Beläge 24, sondern etwas versetzt zur Mitte angeordnet sind, können die beiden Beläge in Längsrichtung miteinander ausgerichtet werden, ohne dass ihre den gemeinsamen Riegel 14 übergreifenden Hakenelemente 34 aneinander anstoßen. Die Zwischenräume, die zwischen den Belagelementen 24 und dem Riegel 14 ausgebildet sind, besitzen in etwa die gleiche Größenordnung wie die Durchbrechungen 28 der Belagelemente, so dass diese Zwischenräume letztlich nicht störend sind. Die Stützelemente 36 der Beläge 24 sind so kurz bemessen, dass sie bei stirnseitig aneinander angrenzenden Belägen 24 nicht miteinander kollidieren, sondern vielmehr zwischen sich noch einen Platz für gegebenenfalls erforderliche Befestigungselemente 30 lassen, mittels derer Riegel 14 an weiteren Riegeln 14 oder an Rosetten 12 befestigbar sind. Fig. 8 shows two pads according to Fig. 6 which adjoin one another at the end face and are hooked from opposite sides into a common latch 14. Characterized in that the hook elements 34 are not centrally located at the end faces of the pads 24, but slightly offset from the center, the two pads can be aligned with each other in the longitudinal direction without their the common latch 14 cross hook members 34 abut each other. The spaces formed between the covering elements 24 and the bar 14 have approximately the same order of magnitude as the apertures 28 of the covering elements, so that these spaces are ultimately not disturbing. The support elements 36 of the coverings 24 are dimensioned so short that they do not collide with each other at frontally adjacent coverings 24, but leave between them still a place for any required fasteners 30, by means of which bars 14 on other bars 14 or rosettes 12 fastened are.

Fig. 9 zeigt in perspektivischer Darstellung einen zwischen zwei Riegeln 14 befestigten kurzen Zusatzriegel 14y, welcher von Hakenelementen 34 eines Belages 24 übergriffen wird. Fig. 9 shows in perspective a fortified between two bars 14 short additional latch 14y, which is overlapped by hook elements 34 of a covering 24.

Zur Befestigung des Zusatzriegels 14y sind spezielle Kopplungselemente 42 vorgesehen, welche die parallel zueinander verlaufenden Riegel 14 klammernd umgreifen und entlang der Riegel 14 an eine beliebige, jeweils erforderliche Position verschoben werden können. Die Kopplungselemente 42 weisen dabei dann geeignete Befestigungspositionen für den Zusatzriegel 14y auf, an welchen dieser festgelegt und gesichert werden kann.For attachment of the additional bolt 14y special coupling elements 42 are provided, which surround the mutually parallel bolt 14 clinging and can be moved along the latch 14 to any required position. The coupling elements 42 then have suitable attachment positions for the additional latch 14y, at which this can be set and secured.

BezugszeichenlisteLIST OF REFERENCE NUMBERS

22
RohreTube
44
Rohrpipe
66
Wändewalls
88th
Bodenground
10a - 10n10a - 10n
Vertikalstützenvertical supports
1212
Rosettenrosettes
14a - 14y14a - 14y
Riegelbars
1616
DiagonalstützenDiagonal supports
1818
Geländerelementerailing elements
2020
Arbeitsebeneworking level
2222
Arbeitsebeneworking level
24a - 24i24a - 24i
Belägecoverings
2626
Grundkörperbody
2828
Durchbrechungperforation
3030
überkragender Randbereichoverhanging edge area
3232
Spaltgap
3434
Hakenelementehook elements
3636
Stützelementesupport elements
3838
Abhebesicherunglift-off
4040
Befestigungselementefasteners
4242
Kopplungselementcoupling element

Claims (10)

  1. Industrial scaffold having vertical supports (10) which can be connected to one another by means of horizontally extending bars (14), wherein decking units (24), which extend in a horizontal plane, can be hung into the bars (14) to create a walk-on working surface (20, 22), wherein, in the hung-in state, marginal regions (30) of the decking units (24) overhang the base body (26) of the decking units (24) in such a way that a bar (14) extending parallel to such a marginal region (30) is covered regionally by this marginal region (30), wherein the decking units (24) have a rectangular shape and have, at their end sides, hook elements (34) for hanging into a bar (14), characterized in that the longitudinal sides of the decking units (24) are provided with the overhanging marginal regions (30) which project laterally beyond the base body (26), wherein, with the scaffold mounted, the marginal regions (30) are situated above that plane in which the bars (14) extend, and wherein base bars (14a-h, 14o-r) extending between two vertical supports (10) and additional bars (14i-n, 14s-y) extending between base bars (14a-h, 14o-r) and/or vertical supports (10) are provided, wherein the industrial scaffold has separate coupling elements (42) which are provided for fastening an additional bar (14i-n, 14s-y) to a further bar (14) and are suitable for connecting a bar (14) to an end-side coupling portion of an additional bar (14i-n, 14s-y).
  2. Industrial scaffold according to Claim 1, characterized in that the base bars and additional bars (14) extend in the same plane.
  3. Industrial scaffold according to one of the preceding claims, characterized in that a number of first decking units (24a, c, e, f) which are oriented parallel to one another are present in a walk-on working surface (22) and, furthermore, second decking units (24b, d) which are oriented perpendicular to the first decking units (24a, c, e, f) are present.
  4. Industrial scaffold according to one of the preceding claims, characterized in that the base bars and additional bars (14) have identical cross sections and have identical end-side coupling portions.
  5. Industrial scaffold according to one of the preceding claims, characterized in that the decking units (24) are present in different sizes which are adapted to a grid dimension, wherein the spacing between the longitudinal axes of adjacent vertical supports (10) is an integral multiple of the grid dimension.
  6. Industrial scaffold according to Claim 5, characterized in that the longitudinal extent of the decking units (24), including the end-side hook elements (34), is somewhat more than an integral multiple of the grid dimension, with the result that it is possible for the hook elements (34) to engage over the bars (14).
  7. Industrial scaffold according to either of Claims 5 and 6, characterized in that the longitudinal extent of the decking units (24), without the end-side hook elements (34), is somewhat less than an integral multiple of the grid dimension, with the result that it is possible for two decking units (24) which are adjacent at their end sides to be hung into a common bar (14).
  8. Industrial scaffold according to one of Claims 5 to 7, characterized in that the width of the decking units (24), including the overhanging marginal regions (30), is equal to 1, 2 or 3 times the grid dimension, wherein cutouts for wedges, by means of which the bars (14) can be fastened to the vertical supports (10), are present in particular in the overhanging marginal regions (30) .
  9. Industrial scaffold according to one of Claims 5 to 7, characterized in that the width of the decking units (24), including the overhanging marginal regions (30), is somewhat less than 1, 2 or 3 times the grid dimension.
  10. Industrial scaffold according to one of the preceding claims, characterized in that the decking units (24) are equipped at their end sides with a lift-off safeguard (38).
EP05796798.6A 2004-10-22 2005-10-11 Industrial scaffolding Expired - Lifetime EP1792031B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102004051614A DE102004051614A1 (en) 2004-10-22 2004-10-22 industry structure
PCT/EP2005/010930 WO2006045432A1 (en) 2004-10-22 2005-10-11 Industrial scaffolding

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EP1792031A1 EP1792031A1 (en) 2007-06-06
EP1792031B1 true EP1792031B1 (en) 2017-03-29

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US (1) US9316007B2 (en)
EP (1) EP1792031B1 (en)
CA (1) CA2584626C (en)
DE (1) DE102004051614A1 (en)
ES (1) ES2622740T3 (en)
PL (1) PL1792031T3 (en)
WO (1) WO2006045432A1 (en)

Families Citing this family (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2511444A1 (en) * 2011-04-14 2012-10-17 Hofin GmbH Board-shaped floor element for scaffold frames
US20150034421A1 (en) * 2013-08-05 2015-02-05 Roy Watson Scaffold Deck System With A Float Bar Support For Creating An Opening To Accommodate Obstacles
DE202014005773U1 (en) 2014-07-17 2014-09-17 Siegfried Zipprick Scaffolding system, connection device for connecting two coverings of a scaffolding system and Abhebeverbindungseinrichtung for preventing lifting of a deposit from a longitudinal or cross bar of a scaffolding system
DE102015212384A1 (en) * 2015-07-02 2017-01-05 Peri Gmbh Scaffolding and scaffolding with such a framework part
WO2018200849A1 (en) * 2017-04-27 2018-11-01 Curtis Johnny Improved scaffold planks
DE102017216892A1 (en) * 2017-09-25 2019-03-28 Peri Gmbh Scaffolding element for connection to a disk-shaped connection plate and scaffolding part with such a scaffolding element
US11885142B2 (en) * 2019-04-26 2024-01-30 WIFCO Steel Products, Inc. Stair and walkway system and method
AU2020203296B2 (en) * 2019-05-22 2025-11-27 Voideck Ipco Limited Improvements relating to void platforms
GB2601493B (en) * 2020-12-01 2025-09-03 J Mac Safety Systems Ltd A lapboard for a safety deck
DE202021100196U1 (en) 2021-01-15 2022-04-20 Peri Se element pickup
CN112695993A (en) * 2021-01-29 2021-04-23 河南鑫安利职业健康科技有限公司 Anti-falling and anti-tilting climbing operation platform

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1389660A1 (en) * 2001-04-26 2004-02-18 ULMA C y E, S. COOP. Scaffolding platform

Family Cites Families (25)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2261831A (en) * 1941-01-16 1941-11-04 Budd Wheel Co Scaffolding structure
US2335046A (en) * 1942-08-03 1943-11-23 Carl C Droeger Portable and adjustable knockdown scaffold
US2401587A (en) * 1943-03-29 1946-06-04 Stout Houses Inc Floor structure
US2851311A (en) * 1955-04-22 1958-09-09 Ralph J Gibbs Portable scaffold
US2981365A (en) * 1959-06-29 1961-04-25 Orville V Olsen Scaffold plank connector
GB945822A (en) 1961-04-24 1964-01-08 Dee Jay Brackets Ltd Improvements in and relating to platform supporting structures
US3289788A (en) * 1964-12-31 1966-12-06 Goodrich Gulf Chem Inc Folding scaffold with central support
US3565212A (en) * 1969-11-14 1971-02-23 Up Right Inc Combination beam support and latch means for walk-through platform
US4409906A (en) * 1981-03-31 1983-10-18 Alneng Carl Goeran Clamping device for joining boards
DE3245126A1 (en) * 1982-12-07 1984-06-07 Hünnebeck GmbH, 4030 Ratingen Gang-board for facade scaffoldings
US4496029A (en) * 1983-03-30 1985-01-29 Shigeharu Kuroda Scaffold plank
US4802553A (en) * 1987-06-16 1989-02-07 Alumax, Inc. Aluminum scaffold plank
US4825976A (en) * 1988-08-31 1989-05-02 Bil-Jax, Inc. Scaffolding platform
US4984654A (en) * 1990-05-10 1991-01-15 Carl Anderson Scaffold safety system
US5141078A (en) * 1991-10-10 1992-08-25 Aluma Systems Corp. Scaffold deck
DE4237516A1 (en) * 1992-11-06 1994-05-11 Peri Gmbh Slab formwork beams
DE19515062A1 (en) * 1995-04-27 1996-10-31 Langer Ruth Geb Layher Scaffold flooring of supported framed plates
US5603134A (en) * 1995-06-27 1997-02-18 Coastal Lumber Company Portable bridge system
GB9710042D0 (en) * 1997-05-16 1997-07-09 Sgb Services Plc Improvements in or relating to a scaffolding component
GB2338260A (en) 1998-06-09 1999-12-15 Sgb Services Plc Scaffold comprising platform and ladders
GB2362421B (en) 2000-04-14 2004-01-21 Kwikform Uk Ltd Improvements to builders scaffolding
GB2362422B (en) * 2000-04-14 2004-01-28 Kwikform Uk Ltd Improvements relating to builders'scaffolding
US6382109B1 (en) * 2000-06-14 2002-05-07 Novikoff, Inc. Self-leveling modular table and method of forming a level modular table
DE10108784A1 (en) * 2001-02-23 2002-09-05 Peri Gmbh Scaffold with vertical supports and horizontal girders
GB2382100B (en) * 2001-11-16 2005-02-23 Sgb Services Ltd Improvements in or relating to scaffolding decks

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1389660A1 (en) * 2001-04-26 2004-02-18 ULMA C y E, S. COOP. Scaffolding platform

Also Published As

Publication number Publication date
ES2622740T3 (en) 2017-07-07
WO2006045432A1 (en) 2006-05-04
DE102004051614A1 (en) 2006-04-27
US9316007B2 (en) 2016-04-19
US20080251323A1 (en) 2008-10-16
PL1792031T3 (en) 2017-09-29
EP1792031A1 (en) 2007-06-06
CA2584626A1 (en) 2006-05-04
CA2584626C (en) 2012-07-17

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