EP0770165B1 - Frame component - Google Patents

Frame component Download PDF

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Publication number
EP0770165B1
EP0770165B1 EP95920878A EP95920878A EP0770165B1 EP 0770165 B1 EP0770165 B1 EP 0770165B1 EP 95920878 A EP95920878 A EP 95920878A EP 95920878 A EP95920878 A EP 95920878A EP 0770165 B1 EP0770165 B1 EP 0770165B1
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EP
European Patent Office
Prior art keywords
frame element
stands
element according
cross
transverse cross
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EP95920878A
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German (de)
French (fr)
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EP0770165A1 (en
Inventor
Günther Krause
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Krause Werk GmbH and Co KG
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Krause Werk GmbH and Co KG
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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
    • E04G1/14Comprising essentially pre-assembled two-dimensional frame-like elements, e.g. of rods in L- or H-shape, with or without bracing
    • 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
    • E04G1/154Non-detachably fixed and secured connections between platform and scaffold

Definitions

  • the invention relates to a frame element for a vertical to be erected scaffolding frames of a stationary and / or movable scaffolding made of prefabricated components, consisting of two in the area of their ends horizontal crossbeams with one another in the operating state rigidly connected, preferably circular tubular in cross section Stands with the stands at one end always a first one that closes the respective stand Part, for example, an integrated piece of pipe and on her the other end a complementary second, the respective one Stand protruding part, such as a bolt piece, have a lockable plug-in coupling Connections of the crossbeams to the uprights with torsion-resistant, the preferably rectangular shape of the frame element stabilizing stiffeners are provided and the upper cross-member is continuous and immediate is connected to the stands.
  • Such a frame element is known from GB-A-2 032 504.
  • the invention has therefore set itself the task To design the frame element of the type specified at the outset in such a way that that the disadvantages of the known scaffold frames are eliminated be and especially on the fully assembled Scaffolding covering platforms can be suspended, suspended and attached as required can be the connection of all components to the stands in a simple manner with similar connection elements and possible in a relatively small-scale grid and the frame elements also serve as ladder rungs Crossbars can be equipped.
  • the frame elements should stackable and designed so that none of the preferred side surfaces parallel to the processed building trained and each of these side surfaces as a work front can be used.
  • a preferred embodiment of the frame element according to the invention you get when the lower crossbar is off two on both sides connected to the stands at the same height, short, horizontal first console pieces, each one on each of the free, facing each other Attach the ends of the console pieces pointing downwards with the associated console piece, a respective first one Stiffening tab and one on both sides of the Fastened brackets, with a vertical distance to the axis of the horizontal brace provided for the console pieces.
  • the strut and the tabs are not used as supports or connecting element used and can therefore be relative can be easily formed without the stiffening of the Frame element at the lower end would be at risk.
  • the tabs are designed as sheet metal profiles are and / or the strut and / or the tabs a rectangular, preferably flat rectangular cross section exhibit. It is particularly advantageous if the lower crossbar is attached to the stands so that the underside of the strut is approximately flush with the lower ends the stand is because on the one hand the cranking of the Crossbar the neighboring decking for the most part towering and on the other hand not below the lower ends of the Stand is overhanging, so that the upper crossbar in close proximity, but still at the top of the stand can be provided.
  • console pieces of the lower crossbeam still also available for connecting elements of other components, if a covering platform on the neighboring upper one Crossbar of the next frame element rests so that the corresponding node of the scaffolding frame for several Components can be used simultaneously.
  • the dimensional stability of the frame element can be improved, if the upper crossbeam is on its underside on both sides with second stiffeners, to the Stands connected diagonal bars that are connected advantageous with the stands by short, horizontal, for Connection of covering platforms, struts, spars, shelves or other components suitable second bracket pieces can be connected. This way it is up to the concerned Another connection element is the node of the scaffolding frame attachable. If you make sure that the crown the upper crossbar is approximately flush with the upper ends the stand is so the ends of the stand are not survivable and those adjacent to the node Crossbeams are closely adjacent or lie on top of each other; the size of the offset of the lower cross members is therefore restrictable.
  • a frame element according to the invention is extremely variable usable if on the stands between the cross members short, horizontal, for connecting decking platforms, Struts, spars, shelves or other components suitable third bracket pieces are provided; can these third console pieces all or in part in the Field between the stands pointing, and it is useful if the third console pieces at least partly provided in pairs at the same height are.
  • This makes it possible to use components in both End faces as well as in the side surfaces of the scaffolding to be provided while maintaining a certain symmetry of the scaffolding to maintain, so that neither of their two side surfaces is preferred is. This is particularly the case with mobile scaffolding from Advantage.
  • On the console pieces can be used as ladder rungs serving crossbar be placed.
  • Compatibility of the frame elements for both types of Scaffolding will be further improved if the third console pieces are attached to the stands so that they are together with the upper crossbars a grid is the same Form grid height. This grid is also there not disturbed by the nodes of the scaffolding. It defines the possible spacing of the ladder rungs, if the (third) console pieces through the (attached) crossbars are interconnected, and allows the height offset of topping platforms within the height of the invention Frame element.
  • connection elements of all connectable to the stands Components can be largely uniform, if the upper crossbar and / or the diagonal bars and / or the console pieces have a similar cross section exhibit. In this way, these cross sections can always be overlaid in the same way if the connecting element regardless of the direction of the component in Space is attached to this so that it is always perpendicular from can slide over the cross section at the top, even if it does is not rotationally symmetrical, but instead preferably from a first lower, rectangular partial cross section and a flush one upper, preferably semicircularly curved upwards second partial cross section is composed.
  • Such a Cross-section combines a high resistance moment against Deflection with the possibility of easy application the corresponding connection element while avoiding of voltage peaks in the components involved.
  • the frame elements are easily stackable if the width of the Cross sections of the crossbeams and the third bracket pieces is dimensioned so that their connections to the stands this have moved in slightly.
  • the frame elements according to the invention have made it possible a modular scaffolding both stationary and to be transportable, even in a fully assembled Condition changing conditions at the construction site at any time can be adjusted so that complex transports and extensive storage of the required components can be avoided.
  • the scaffold frame G initially consists of four Scaffolding frame G with frame elements R according to the invention and a scaffold frame G 'with frame elements not according to the invention R 'that here as an ascent to the scaffolding serves.
  • the scaffold frame G ' can easily be replaced by a Scaffold frame G to be replaced.
  • the scaffold frames G, G ' are with each other through covering platforms B, diagonal longitudinal struts S and longitudinal railing spars GH and intermediate spars ZH connected.
  • the covering platforms B are in a known manner partially with hatches D and - omitted in the drawing - Equipped longitudinal and transverse rims.
  • a frame element R according to the invention exists accordingly 4 and 5 from two parallel, tubular stands 1, at their upper and lower ends 11, 12 each an upper cross member 2 and a lower cross member 3 are rigidly connected to each other so that a torsionally rigid, load-bearing component is created.
  • a plug-in coupling 4 is thereby formed (FIGS. 2 and 3), that the upper ends 11 of the stand 1 as bolt pieces 41 and the lower ends 12 are formed as tubular pieces 42 are, these pipe pieces 42 in a simple manner each form in one piece a part of the stand 1.
  • a Bolt lock locks the two parts 41, 42 each with each other, in which for this purpose safety holes 13 are provided, which can be brought into alignment.
  • the plug-in couplings 4 are formed the upper and lower cross members are 2 and 3 each immediately adjacent.
  • the upper crossbar designed as a linear profile piece 2 is welded to the stands 1 on both sides; its apex 21 is with the upper end 11 of the stand 1 flush, on the complete frame G the lower one End 12 of the next higher stand 1 rests.
  • the crossbar 2 is clamped by diagonal bars 22 relieves, in particular to derive the support forces a covering platform B resting on the crossbeam 2 serve in the stand 1 and each by means of a short horizontal, welded to the diagonal bar 22 below first bracket piece 23 are connected to the stand 1.
  • bracket piece 23 also by a weld is connected to the stand 1, results in a total of each of the gusset between the crossbar 2 and the stands 1 one with reference to first stiffeners V2 on the lower one Crossbeam 3 second stiffening V1 of this area and the frame element R as a whole.
  • the lower crossbar 3, which is bent at both ends includes a strut 30 on both sides perpendicular to sheet-metal tabs 31 directed at the top are welded on, each by the width b from the neighboring stand 1 are spaced.
  • the tabs 31 connect the strut 30 with second welded on the outer sides of the tabs 31
  • Console pieces 32 which on the other hand on the stands 1 are connected.
  • the console pieces 32 are against the strut 30 is offset in height by the height h on the tabs 31 arranged.
  • the strut 30 is with respect to its underside 30a by a slight indentation e of the respective provided lower end 12 of the stand 1 pushed upwards, so that they are spaced from the upper cross member 2 by this amount is, as can be seen particularly well in FIG.
  • console pieces 16 welded on, either in the room itself is located in the frame element R between the stands 1, or also in angularly offset, not considered in the drawing Arrangement, for example for those to be connected Components that face towards the end faces extend the scaffolding.
  • the console pieces 16 instruct the frame element R inside and are usually as in 4 arranged in pairs at the same height; 5 shows that irregular arrangements are also possible.
  • All console pieces 16, 23, 32, the upper crossbar 2 and the diagonal bars 22 are all the same Cross section Q2 (in FIG. 4 in the upper cross member 2 indicated), which consists of a first lower, rectangular partial cross section Q2 'and a flush adjoining upper, semicircularly curved upwards second partial cross section Q2 ".
  • the cross section Q2 (Fig. 3) is well suited for connecting the connection elements AE on the components to be connected to the scaffold frame G.
  • the connection elements AE are hook-shaped and slide over the cross section Q2 and are there if necessary secured.
  • FIGS. 1 and 4 shows that there the console pieces 16 together with the upper crossbar 2 Form (height) grids with a constant grid height r, so that the scaffolding can be varied as desired without that special components would have to be provided for this.
  • the frame elements R are (Fig. 6) stackable because the Cross sections Q1 and Q2 of all components between the stands 1 these are slightly drawn in, so that the frame elements R side-overlapping to save space can be. They are relatively easy because of that most components light and moreover as inexpensive extruded hollow profiles can be produced.

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  • Architecture (AREA)
  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Ladders (AREA)
  • Bridges Or Land Bridges (AREA)
  • Movable Scaffolding (AREA)
  • Audible-Bandwidth Dynamoelectric Transducers Other Than Pickups (AREA)
  • Magnetic Resonance Imaging Apparatus (AREA)
  • Led Devices (AREA)
  • Surface Acoustic Wave Elements And Circuit Networks Thereof (AREA)
  • Forklifts And Lifting Vehicles (AREA)
  • Insulation, Fastening Of Motor, Generator Windings (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Optical Communication System (AREA)
  • Compressor (AREA)
  • Display Devices Of Pinball Game Machines (AREA)
  • Road Paving Structures (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)

Abstract

PCT No. PCT/EP95/01972 Sec. 371 Date Apr. 3, 1997 Sec. 102(e) Date Apr. 3, 1997 PCT Filed May 24, 1995 PCT Pub. No. WO96/01933 PCT Pub. Date Jan. 25, 1996Scaffoldings are usually either movable or fixed. Structures usable for both are usually too bulky and complicated, and therefore not suitable for general use. The invention provides a solution because the platforms are interchangeable on the scaffolding frames and the frame components are equipped with a grid for the connection components of the other structural components involved. The frame components are thereby, in spite of the extensive use of light structural sections, extraordinarily torsion resistant. The invention can be designed to be extensively modular.

Description

Die Erfindung betrifft ein Rahmenelement für einen senkrecht aufzustellenden Gerüstrahmen eines stationären und/oder verfahrbaren Baugerüstes aus vorgefertigten Bauelementen, bestehend aus zwei im Bereich ihrer Enden durch im Betriebszustand waagerechte Quertraversen miteinander starr verbundenen, im Querschnitt vorzugsweise kreisrohrförmigen Ständern wobei die Ständer an ihrem einen Ende jeweils ein erstes, den jeweiligen Ständer abschließendes Teil, beispielsweise ein integriertes Rohrstück und an ihrem anderen Ende ein dazu komplementäres zweites, den jeweiligen Ständer überragendes Teil, beispielsweise ein Bolzenstück, einer verriegelbaren Steckkupplung aufweisen, die Anschlüsse der Quertraversen an den Ständern mit verwindungshemmenden, die vorzugsweise rechteckige Form des Rahmenelementes stabilisierenden Versteifungen versehen sind und die obere Quertraverse durchgehend ausgebildet und unmittelbar an den Ständern angeschlossen ist.The invention relates to a frame element for a vertical to be erected scaffolding frames of a stationary and / or movable scaffolding made of prefabricated components, consisting of two in the area of their ends horizontal crossbeams with one another in the operating state rigidly connected, preferably circular tubular in cross section Stands with the stands at one end always a first one that closes the respective stand Part, for example, an integrated piece of pipe and on her the other end a complementary second, the respective one Stand protruding part, such as a bolt piece, have a lockable plug-in coupling Connections of the crossbeams to the uprights with torsion-resistant, the preferably rectangular shape of the frame element stabilizing stiffeners are provided and the upper cross-member is continuous and immediate is connected to the stands.

Ein derartiges Rahmenelement ist aus der GB-A-2 032 504 bekannt.Such a frame element is known from GB-A-2 032 504.

Stationär an dem Bauwerk zu befestigende und bei Bedarf in verfahrbare umwandelbare Baugerüste aus vorgefertigten Bauelementen sind seit langem bekannt. Einer umfassenden Anwendung dieser Baugerüste steht aber entgegen, daß die erforderlichen Belagbühnen in der Höhe nicht variabel mit den Gerüstrahmen verbindbar sind und insbesondere auch nicht an dem komplett ausgeführten Baugerüst nach Belieben und ohne großen Aufwand an- und abgebaut oder höhenversetzt werden können. Die in der Regel zur Anbindung der übrigen Bauelemente an den Ständern dienenden Verschlüsse sind zumeist verschleißanfällig, erfordern einen erheblichen Montageund Demontageaufwand und sind auch bei Transport und Stapelung der Rahmenelemente hinderlich. Die Anbindung der Holme und Streben ist auf bestimmte Höhen durch das stationäre Baugerüst festgelegt und zu wenig flexibel, um auch an einem fahrbaren Baugerüst mit Erfolg verwendet werden zu können, an dem diese Höhen wesentlich variabler ausgebildet sein müssen. Die seitlich begrenzenden Gerüstrahmen unterscheiden sich zudem von den übrigen durch starr befestigte Leitersprossen für den Aufstieg, so daß eine zweite Art von Rahmenelementen vorgesehen sein muß.To be fixed to the structure and if necessary in moveable convertible scaffolding from prefabricated components have been known for a long time. A comprehensive application this scaffolding stands in the way that the necessary Rubber platforms are not variable in height with the Scaffold frames are connectable and especially not the complete scaffolding at will and without great effort to be added and removed or offset in height can. The usually for connecting the other components closures on the stands are mostly susceptible to wear, require considerable assembly and Disassembly effort and are also during transport and stacking the frame elements obstructive. The connection of the spars and striving is to certain heights through the stationary Scaffolding set and not flexible enough to work on one mobile scaffolding to be used successfully at which these heights are made much more variable have to be. Differentiate between the side frame frames also rigidly attached itself from the rest Ladder rungs for the climb so that a second type of Frame elements must be provided.

Die Erfindung hat sich deshalb die Aufgabe gestellt, ein Rahmenelement der eingangs näher bezeichneten Art so zu gestalten, daß die Nachteile der bekannten Gerüstrahmen beseitigt werden und insbesondere am komplett aufgebauten Baugerüst Belagbühnen beliebig aus-, um- und eingehängt werden können, die Anbindung aller Bauelemente an den Ständern in einfacher Weise mit gleichartigen Anschlußelementen und in einem relativ kleingliedrigen Höhenraster möglich ist und die Rahmenelemente auch mit als Leitersprossen dienenden Querriegeln ausrüstbar sind. Die Rahmenelemente sollen gut stapelbar und so ausgeführt sein, daß keine der zu dem bearbeiteten Gebäude parallelen Seitenflächen bevorzugt ausgebildet und jede dieser Seitenflächen als Arbeitsfront verwendet werden kann. The invention has therefore set itself the task To design the frame element of the type specified at the outset in such a way that that the disadvantages of the known scaffold frames are eliminated be and especially on the fully assembled Scaffolding covering platforms can be suspended, suspended and attached as required can be the connection of all components to the stands in a simple manner with similar connection elements and possible in a relatively small-scale grid and the frame elements also serve as ladder rungs Crossbars can be equipped. The frame elements should stackable and designed so that none of the preferred side surfaces parallel to the processed building trained and each of these side surfaces as a work front can be used.

Diese Aufgabe wird durch die Merkmale des Anspruches 1 gelöst.This object is solved by the features of claim 1.

Eine solche Anordnung hat den großen Vorteil, daß die untere Quertraverse zum großen Teil in den Zwischenraum zwischen benachbarten Belagbühnen der gleichen Ebene versenkt werden kann und trotzdem beiderseits oberhalb der Belagbühnen die restlichen Teile der Quertraverse als Anschlußelemente für alle übrigen Bauelemente des Baugerüstes bereitstehen. Gleichzeitig wird durch die in mehreren Richtungen verbesserte Biegefestigkeit der Quertraverse eine versteifende Wirkung erzielt.Such an arrangement has the great advantage that the lower one Crossbeam to a large extent in the space between adjacent platforms of the same level sunk can still be on both sides above the platform the remaining parts of the crossbar as connecting elements be available for all other components of the scaffolding. At the same time, by going in several directions improved cross-beam bending strength a stiffening Effect.

Eine bevorzugte Ausführung des erfindungsgemäßen Rahmenelementes erhält man, wenn die untere Quertraverse aus zwei beiderseits an den Ständern in gleicher Höhe angeschlossenen, kurzen, waagerechten ersten Konsolstücken, jeweils einer an jedem der aufeinander gerichteten, freien Enden der Konsolstücke nach unten weisend angebrachten, zusammen mit dem zugehörigen Konsolstück eine jeweilige erste Versteifung bildenden Lasche und einem beiderseits an den Laschen befestigten, mit senkrechtem Abstand zu der Achse der Konsolstücke vorgesehenen, waagerechten Strebe besteht. Die Strebe und die Laschen werden dabei nicht als Auflager oder Anschlußelement verwendet und können deshalb relativ leicht ausgebildet werden, ohne daß die Versteifung des Rahmenelementes an dessen unterem Ende gefährdet wäre. Es kann deshalb genügen, wenn die Laschen als Blechprofil ausgebildet sind und/oder die Strebe und/oder die Laschen einen rechteckigen, vorzugsweise flachrechteckigen Querschnitt aufweisen. Besonders vorteilhaft ist es, wenn die untere Quertraverse so an den Ständern befestigt ist, daß die Unterseite der Strebe etwa bündig mit den unteren Enden der Ständer ist, weil dann einerseits die Abkröpfung der Quertraverse die benachbarte Belagbühne zum großen Teil überragt und andererseits nicht unter die unteren Enden der Ständer überständig ist, so daß die obere Quertraverse in unmittelbarer Nähe, aber trotzdem am oberen Ende der Ständer vorgesehen sein kann.A preferred embodiment of the frame element according to the invention you get when the lower crossbar is off two on both sides connected to the stands at the same height, short, horizontal first console pieces, each one on each of the free, facing each other Attach the ends of the console pieces pointing downwards with the associated console piece, a respective first one Stiffening tab and one on both sides of the Fastened brackets, with a vertical distance to the axis of the horizontal brace provided for the console pieces. The strut and the tabs are not used as supports or connecting element used and can therefore be relative can be easily formed without the stiffening of the Frame element at the lower end would be at risk. It can therefore suffice if the tabs are designed as sheet metal profiles are and / or the strut and / or the tabs a rectangular, preferably flat rectangular cross section exhibit. It is particularly advantageous if the lower crossbar is attached to the stands so that the underside of the strut is approximately flush with the lower ends the stand is because on the one hand the cranking of the Crossbar the neighboring decking for the most part towering and on the other hand not below the lower ends of the Stand is overhanging, so that the upper crossbar in close proximity, but still at the top of the stand can be provided.

Ganz besonders günstig ist eine Ausführung, bei der die Konsolstücke der unteren Quertraverse soweit oberhalb der zugehörigen Strebe an den Laschen befestigt sind und einen solchen Abstand von der oberen Quertraverse des nach unten anschließenden nächsten Rahmenelementes haben, daß ein auf der oberen Quertraverse auflegbares, deren Querschnitt dabei überfangendes Anschlußelement einer Belagbühne oder dergleichen bei wirkender Steckkupplung auf die obere Quertraverse aufgebracht oder von dieser entfernt werden kann. Auf diese Weise kann auch am fertig installierten Baugerüst die Belagbühne jederzeit entnommen und gegebenenfalls an anderer Stelle wieder eingehängt werden. Andererseits stehen die Konsolstücke der unteren Quertraverse nach wie vor für Anschlußelemente anderer Bauelemente auch denn zur Verfügung, wenn eine Belagbühne auf der benachbarten oberen Quertraverse des nächsten Rahmenelementes aufliegt, so daß der entsprechende Knotenpunkt des Gerüstrahmens für mehrere Bauelemente gleichzeitig verwendbar ist.A version in which the Console pieces of the lower crossbeam so far above the associated strut are attached to the tabs and a such a distance from the upper crossbeam of the down subsequent next frame element have that on of the upper crossbar, the cross-section of which is included overlapping connecting element of a covering platform or the same when the plug-in coupling acts on the upper crossmember applied or removed from this. In this way, the scaffolding can also be installed remove the covering platform at any time and, if necessary, on elsewhere to be hung again. On the other hand the console pieces of the lower crossbeam still also available for connecting elements of other components, if a covering platform on the neighboring upper one Crossbar of the next frame element rests so that the corresponding node of the scaffolding frame for several Components can be used simultaneously.

Die Formstabilität des Rahmenelementes läßt sich verbessern, wenn die obere Quertraverse an ihrer Unterseite beiderseits mit zweite Versteifungen ausbildenden, an den Ständern angeschlossenen Diagonalstäben verbunden ist, die vorteilhaft mit den Ständern durch kurze, waagerechte, zur Anbindung von Belagbühnen, Verstrebungen, Holmen, Borden oder anderen Bauelementen geeignete zweite Konsolstücke verbunden sein können. Auf diese Weise ist an dem betreffenden Knotenpunkt des Gerüstrahmens ein weiteres Anschlußelement befestigbar. Sorgt man dafür, daß dabei der Scheitel der oberen Quertraverse etwa bündig mit den oberen Enden der Ständer ist, so sind die Enden der Ständer nicht überständig und die an dem Knotenpunkt benachbarten Quertraversen sind eng benachbart oder liegen aufeinander; die Größe der Kröpfung der unteren Quertraversen ist damit beschränkbar.The dimensional stability of the frame element can be improved, if the upper crossbeam is on its underside on both sides with second stiffeners, to the Stands connected diagonal bars that are connected advantageous with the stands by short, horizontal, for Connection of covering platforms, struts, spars, shelves or other components suitable second bracket pieces can be connected. This way it is up to the concerned Another connection element is the node of the scaffolding frame attachable. If you make sure that the crown the upper crossbar is approximately flush with the upper ends the stand is so the ends of the stand are not survivable and those adjacent to the node Crossbeams are closely adjacent or lie on top of each other; the size of the offset of the lower cross members is therefore restrictable.

Ein erfindungsgemäßes Rahmenelement ist außerordentlich variabel nutzbar, wenn an den Ständern zwischen den Quertraversen kurze, waagerechte, zur Anbindung von Belagbühnen, Verstrebungen, Holmen, Borden oder anderen Bauelementen geeignete dritte Konsolstücke vorgesehen sind; dabei können diese dritten Konsolstücke allesamt oder zum Teil in das Feld zwischen den Ständern weisend vorgesehen sein, und es ist zweckmäßig, wenn die dritten Konsolstücke zumindest teilweise jeweils paarweise in gleicher Höhe vorgesehen sind. Damit ist es möglich, Bauelemente sowohl in den Stirnflächen als auch in den Seitenflächen des Baugerüstes vorzusehen und dabei eine gewisse Symmetrie des Baugerüstes zu wahren, so daß keine deren beider Seitenflächen bevorzugt ist. Das ist besonders bei fahrbaren Baugerüsten von Vorteil. Auf den Konsolstücken können als Leitersprossen dienende Querriegel aufgelegt sein.A frame element according to the invention is extremely variable usable if on the stands between the cross members short, horizontal, for connecting decking platforms, Struts, spars, shelves or other components suitable third bracket pieces are provided; can these third console pieces all or in part in the Field between the stands pointing, and it is useful if the third console pieces at least partly provided in pairs at the same height are. This makes it possible to use components in both End faces as well as in the side surfaces of the scaffolding to be provided while maintaining a certain symmetry of the scaffolding to maintain, so that neither of their two side surfaces is preferred is. This is particularly the case with mobile scaffolding from Advantage. On the console pieces can be used as ladder rungs serving crossbar be placed.

Die Kompatibilität der Rahmenelemente für beide Arten von Baugerüsten wird weiter verbessert, wenn die dritten Konsolstücke an den Ständern so befestigt sind, daß sie zusammen mit den oberen Quertraversen ein Raster jeweils gleicher Rasterhöhe ausbilden. Dieses Raster wird dabei auch durch die Knotenpunkte des Baugerüstes nicht gestört. Es legt die möglichen Abstände der Leitersprossen fest, wenn die (dritten) Konsolstücke durch die (aufgelegten) Querriegel miteinander verbunden sind, und ermöglicht den Höhenversatz von Belagbühnen innerhalb der Höhe des erfindungsgemäßen Rahmenelementes.Compatibility of the frame elements for both types of Scaffolding will be further improved if the third console pieces are attached to the stands so that they are together with the upper crossbars a grid is the same Form grid height. This grid is also there not disturbed by the nodes of the scaffolding. It defines the possible spacing of the ladder rungs, if the (third) console pieces through the (attached) crossbars are interconnected, and allows the height offset of topping platforms within the height of the invention Frame element.

Die Anschlußelemente aller mit den Ständern verbindbaren Bauelemente können weitgehend einheitlich ausgebildet sein, wenn die obere Quertraverse und/oder die Diagonal stäbe und/oder die Konsolstücke einen gleichartigen Querschnitt aufweisen. Auf diese Weise können diese Querschnitte stets in gleicher Weise überfangen werden, wenn das Anschlußelement ohne Rücksicht auf die Richtung des Bauelementes im Raum an diesem so befestigt ist, daß es stets senkrecht von oben über den Querschnitt gleiten kann, auch wenn dieser nicht rotationssymmetrisch ausgebildet ist, sondern stattdessen in bevorzugter Weise aus einem ersten unteren, rechteckigen Teilquerschnitt und einem bündig anschließenden oberen, nach oben vorzugsweise halbkreisförmig gewölbten zweiten Teilquerschnitt zusammengesetzt ist. Ein solcher Querschnitt verbindet ein hohes Widerstandsmoment gegen Durchbiegung mit der Möglichkeit eines bequemen Aufbringens des entsprechenden Anschlußelementes unter Vermeidung von Spannungsspitzen in den beteiligten Bauteilen.The connection elements of all connectable to the stands Components can be largely uniform, if the upper crossbar and / or the diagonal bars and / or the console pieces have a similar cross section exhibit. In this way, these cross sections can always be overlaid in the same way if the connecting element regardless of the direction of the component in Space is attached to this so that it is always perpendicular from can slide over the cross section at the top, even if it does is not rotationally symmetrical, but instead preferably from a first lower, rectangular partial cross section and a flush one upper, preferably semicircularly curved upwards second partial cross section is composed. Such a Cross-section combines a high resistance moment against Deflection with the possibility of easy application the corresponding connection element while avoiding of voltage peaks in the components involved.

Die Leichtbauweise eines solchen Rahmenelementes wird gefördert, wenn dessen Bauteile durchweg oder teilweise mittels Schweißnähten miteinander verbunden und/oder als vorzugsweise stranggepreßte Hohlprofile ausgebildet sind. The lightweight construction of such a frame element is promoted if its components consistently or partially by means of Welds joined together and / or as preferred extruded hollow profiles are formed.

Die Rahmenelemente sind gut stapelbar, wenn die Breite der Querschnitte der Quertraversen und der dritten Konsolstücke so bemessen ist, daß deren Anschlüsse an den Ständern diesen gegenüber leicht eingezogen sind.The frame elements are easily stackable if the width of the Cross sections of the crossbeams and the third bracket pieces is dimensioned so that their connections to the stands this have moved in slightly.

Durch die erfindungsgemäßen Rahmenelemente ist es gelungen, ein Baugerüst in Modulbauweise sowohl stationär als auch transportabel auszubilden, das auch in komplett aufgebautem Zustand sich ändernden Bedingungen an der Baustelle jederzeit angepaßt werden kann, so daß aufwendige Transporte und umfängliche Lagerhaltung der erforderlichen Bauelemente vermieden werden können.The frame elements according to the invention have made it possible a modular scaffolding both stationary and to be transportable, even in a fully assembled Condition changing conditions at the construction site at any time can be adjusted so that complex transports and extensive storage of the required components can be avoided.

Die Erfindung wird nachstehend an Hand der Zeichnung an einem Ausführungsbeispiel näher erläutert. Es zeigen

Fig. 1
ein mit erfindungsgemäßen Rahmenelementen aufgebautes Baugerüst in der Gesamt-Übersicht
Fig. 2
eine Einzelheit X aus Fig. 1, etwas vergrößert, beide in der gleichen Sichtachse einer räumlichen Darstellung,
Fig. 3
eine Ansicht Y aus Fig. 2 in einer demgegenüber veränderten Sichtachse, nochmals vergrößert,
Fig. 4
die Hauptansicht eines erfindungsgemäßen Rahmenelementes, Fig. 5 eine Variante zu Fig. 4 und
Fig. 6
aufgestapelt gelagerte Rahmenelemente entsprechend Fig. 4 oder 5 im Bereich der unteren Quertraversen in räumlicher, gegenüber den Fig. 4 und 5 vergrößerter Darstellung,
sämtlich schematisch vereinfacht gezeichnet. The invention is explained below with reference to the drawing using an exemplary embodiment. Show it
Fig. 1
a scaffolding constructed with frame elements according to the invention in the overall overview
Fig. 2
1 a detail X from FIG. 1, somewhat enlarged, both in the same visual axis of a spatial representation,
Fig. 3
3 shows a view Y from FIG. 2 in a view axis which has been changed in comparison, enlarged again,
Fig. 4
the main view of a frame element according to the invention, Fig. 5 shows a variant of Fig. 4 and
Fig. 6
4 or 5 in the area of the lower cross members in a spatial representation, enlarged compared to FIGS. 4 and 5,
all drawn schematically simplified.

Das Baugerüst entsprechend Fig. 1 besteht zunächst aus vier Gerüstrahmen G mit Rahmenelementen R gemäß der Erfindung und einem Gerüstrahmen G' mit nicht erfindungsgemäßen Rahmenelementen R', das hier als Aufstieg auf das Baugerüst dient. Der Gerüstrahmen G' kann ohne weiteres durch einen Gerüstrahmen G ersetzt werden. Die Gerüstrahmen G,G' sind miteinander durch Belagbühnen B, diagonale Längsstreben S und längsverlaufende Geländerholme GH sowie Zwischenholme ZH verbunden. Die Belagbühnen B sind in bekannter Weise teilweise mit Durchstiegen D und - in der Zeichnung weggelassen - Längs- und Querborden ausgestattet.1 initially consists of four Scaffolding frame G with frame elements R according to the invention and a scaffold frame G 'with frame elements not according to the invention R 'that here as an ascent to the scaffolding serves. The scaffold frame G 'can easily be replaced by a Scaffold frame G to be replaced. The scaffold frames G, G 'are with each other through covering platforms B, diagonal longitudinal struts S and longitudinal railing spars GH and intermediate spars ZH connected. The covering platforms B are in a known manner partially with hatches D and - omitted in the drawing - Equipped longitudinal and transverse rims.

Ein erfindungsgemäßes Rahmenelement R besteht entsprechend Fig. 4 und 5 aus zwei parallelen, rohrförmigen Ständern 1, die an ihren oberen und unteren Enden 11,12 jeweils durch eine obere Quertraverse 2 und eine untere Quertraverse 3 miteinander starr verbunden sind, so daß ein verwindungssteifes, tragfähiges Bauelement entsteht. An den Enden 11 und 12 ist eine Steckkupplung 4 dadurch (Fig. 2 und 3) ausgebildet, daß die oberen Enden 11 der Ständer 1 als Bolzenstücke 41 und die unteren Enden 12 als Rohrstücke 42 ausgebildet sind, wobei diese Rohrstücke 42 in einfacher Weise jeweils einstückig einen Teil des Ständers 1 bilden. Eine Bolzensicherung verriegelt jeweils die beiden Teile 41,42 miteinander, in denen zu diesem Zweck Sicherungsbohrungen 13 vorgesehen sind, die zum Fluchten gebracht werden können. Es können demzufolge mehrere Rahmenelemente R aufeinandergesetzt werden; dort, wo die Steckkupplungen 4 ausgebildet sind, sind die oberen und unteren Quertraversen 2 und 3 jeweils unmittelbar benachbart.A frame element R according to the invention exists accordingly 4 and 5 from two parallel, tubular stands 1, at their upper and lower ends 11, 12 each an upper cross member 2 and a lower cross member 3 are rigidly connected to each other so that a torsionally rigid, load-bearing component is created. At the ends 11 and 12 a plug-in coupling 4 is thereby formed (FIGS. 2 and 3), that the upper ends 11 of the stand 1 as bolt pieces 41 and the lower ends 12 are formed as tubular pieces 42 are, these pipe pieces 42 in a simple manner each form in one piece a part of the stand 1. A Bolt lock locks the two parts 41, 42 each with each other, in which for this purpose safety holes 13 are provided, which can be brought into alignment. As a result, several frame elements R can be placed one on top of the other will; where the plug-in couplings 4 are formed the upper and lower cross members are 2 and 3 each immediately adjacent.

Die als lineares Profilstück ausgebildete obere Quertraverse 2 ist beiderseits an den Ständern 1 angeschweißt; ihr Scheitel 21 ist dabei mit dem oberen Ende 11 des Ständers 1 bündig, auf dem am kompletten Gerüstrahmen G das untere Ende 12 des nächsthöheren Ständers 1 aufliegt. Die Einspannung der Quertraverse 2 wird durch Diagonalstäbe 22 entlastet, die insbesondere zur Ableitung der Auflagerkräfte einer auf der Quertraverse 2 ruhenden Belagbühne B in die Ständer 1 dienen und jeweils mittels eines kurzen waagerechten, an dem Diagonalstab 22 unten angeschweißten ersten Konsolstückes 23 mit dem Ständer 1 verbunden sind. Da hier das Konsolstück 23 ebenfalls durch eine Schweißnaht mit dem Ständer 1 verbunden ist, ergibt sich insgesamt für jeden der Zwickel zwischen der Quertraverse 2 und den Ständern 1 eine mit Bezug auf erste Versteifungen V2 an der unteren Quertraverse 3 zweite Versteifung V1 dieses Bereiches und des Rahmenelementes R insgesamt.The upper crossbar designed as a linear profile piece 2 is welded to the stands 1 on both sides; its apex 21 is with the upper end 11 of the stand 1 flush, on the complete frame G the lower one End 12 of the next higher stand 1 rests. The The crossbar 2 is clamped by diagonal bars 22 relieves, in particular to derive the support forces a covering platform B resting on the crossbeam 2 serve in the stand 1 and each by means of a short horizontal, welded to the diagonal bar 22 below first bracket piece 23 are connected to the stand 1. Since here the bracket piece 23 also by a weld is connected to the stand 1, results in a total of each of the gusset between the crossbar 2 and the stands 1 one with reference to first stiffeners V2 on the lower one Crossbeam 3 second stiffening V1 of this area and the frame element R as a whole.

Die an ihren beiden Enden abgekröpfte untere Quertraverse 3 umfaßt eine Strebe 30, an der beiderseits senkrecht nach oben gerichtete, blechförmige Laschen 31 angeschweißt sind, die jeweils um die Breite b von dem benachbarten Ständer 1 beabstandet sind. Die Laschen 31 verbinden die Strebe 30 mit an den Außenseiten der Laschen 31 angeschweißten zweiten Konsolstücken 32, die andererseits an den Ständern 1 angeschlossen sind. Die Konsolstücke 32 sind dabei gegen die Strebe 30 um die Höhe h höhenversetzt an den Laschen 31 angeordnet. Die Strebe 30 ist bezüglich ihrer Unterseite 30a um eine geringfügige Einrückung e von dem jeweiligen unteren Ende 12 der Ständer 1 nach oben gerückt vorgesehen, so daß sie um diesen Betrag von der oberen Traverse 2 beabstandet ist, wie es insbesondere in Fig. 3 gut zu erkennen ist. Die Summe aus der Einrückung e und der Höhe h ergibt einen lichten Abstand a zwischen dem jeweiligen Konsolstück 32 und dem Scheitel 21 der nächsten oberen Quertraverse 2, der so bemessen ist, daß die in den Fig. 2 und 3 angedeuteten hakenförmigen Anschlußelemente AE der aufgelegten Belagbühne B nach oben abhebbar sind und dann aus dem Räumen zwischen den Laschen 31 und den Ständern 1 abgezogen werden können. Damit kann die Belagbühne B entfernt oder eingefügt werden, ohne daß die Steckkupplung 4 des Knotenpunktes KP (Fig. 3) demontiert werden müßte. In der Fig. 2 ist deutlich zu sehen, daß dabei die Strebe 30 die Lücke L zwischen benachbarten Belagbühnen B verschließt. Ihr flachrechteckiger Querschnitt Q1 (Fig. 4) ist dabei geringfügig unterhalb der Trittfläche T (Fig. 2) der Belagbühne B abgesenkt, was nicht störend ist und andererseits den Vorteil hat, daß die Strebe 30 als Auflage für ein Bordbrett verwendet werden kann, wenn das Rahmenelement R zuunterst des Gerüstrahmens G vorgesehen ist.The lower crossbar 3, which is bent at both ends includes a strut 30 on both sides perpendicular to sheet-metal tabs 31 directed at the top are welded on, each by the width b from the neighboring stand 1 are spaced. The tabs 31 connect the strut 30 with second welded on the outer sides of the tabs 31 Console pieces 32, which on the other hand on the stands 1 are connected. The console pieces 32 are against the strut 30 is offset in height by the height h on the tabs 31 arranged. The strut 30 is with respect to its underside 30a by a slight indentation e of the respective provided lower end 12 of the stand 1 pushed upwards, so that they are spaced from the upper cross member 2 by this amount is, as can be seen particularly well in FIG. 3 is. The sum of the indentation e and the amount h results in a clear distance a between the respective console piece 32 and the apex 21 of the next upper crossbar 2, which is dimensioned so that the in Figs. 2 and 3 indicated hook-shaped connection elements AE of the placed Rubber platform B can be lifted off and then off deducted the clearing between the tabs 31 and the stand 1 can be. The platform B can now be removed or be inserted without the plug-in coupling 4 of the Node KP (Fig. 3) would have to be dismantled. In the Fig. 2 can be clearly seen that the strut 30 Closes the gap L between adjacent covering platforms B. Their flat rectangular cross section Q1 (Fig. 4) is slight below the tread T (Fig. 2) of the platform B lowered, which is not bothersome and on the other hand has the advantage that the strut 30 as a support for a toe board can be used when the frame element R is provided at the bottom of the scaffold frame G.

An den Ständern 1 sind noch dritte, kurze waagerechte Konsolstücke 16 angeschweißt, entweder in dem Raum, der sich in dem Rahmenelement R zwischen den Ständern 1 befindet, oder auch in winkelversetzter, in der Zeichnung nicht berücksichtigter Anordnung, beispielsweise für anzuschließende Bauelemente, die sich in Richtung der Stirnflächen des Baugerüstes erstrecken. Die Konsolstücke 16 weisen an dem Rahmenelement R nach innen und sind in der Regel wie in der Fig. 4 paarweise höhengleich angeordnet; Fig. 5 zeigt, daß auch unregelmäßige Anordnungen möglich sind.On stand 1 there are still third, short, horizontal console pieces 16 welded on, either in the room itself is located in the frame element R between the stands 1, or also in angularly offset, not considered in the drawing Arrangement, for example for those to be connected Components that face towards the end faces extend the scaffolding. The console pieces 16 instruct the frame element R inside and are usually as in 4 arranged in pairs at the same height; 5 shows that irregular arrangements are also possible.

Sämtliche Konsolstücke 16,23,32, die obere Quertraverse 2 und die Diagonalstäbe 22 sind durchweg mit dem gleichen Querschnitt Q2 (in der Fig. 4 in der oberen Quertraverse 2 angedeutet) ausgeführt, der sich aus einem ersten unteren, rechteckigen Teilquerschnitt Q2' und einem daran bündig anschließenden oberen, nach oben halbkreisförmig gewölbten zweiten Teilquerschnitt Q2" zusammensetzt. Der Querschnitt Q2 ist (Fig. 3) gut geeignet zur Anbindung der Anschlußelemente AE an den mit dem Gerüstrahmen G zu verbindenden Bauelementen. Die Anschlußelemente AE sind hakenförmig ausgebildet und gleiten über den Querschnitt Q2 und werden dort gegebenenfalls gesichert.All console pieces 16, 23, 32, the upper crossbar 2 and the diagonal bars 22 are all the same Cross section Q2 (in FIG. 4 in the upper cross member 2 indicated), which consists of a first lower, rectangular partial cross section Q2 'and a flush adjoining upper, semicircularly curved upwards second partial cross section Q2 ". The cross section Q2 (Fig. 3) is well suited for connecting the connection elements AE on the components to be connected to the scaffold frame G. The connection elements AE are hook-shaped and slide over the cross section Q2 and are there if necessary secured.

Die Anordung der Fig. 1 und 4 zeigt, daß dort die Konsolstücke 16 zusammen mit der oberen Quertraverse 2 ein (Höhen-) Raster mit durchweg konstanter Rasterhöhe r ausbilden, so daß das Baugerüst beliebig variierbar ist, ohne daß dazu spezielle Bauteile vorgesehen werden müßten.The arrangement of FIGS. 1 and 4 shows that there the console pieces 16 together with the upper crossbar 2 Form (height) grids with a constant grid height r, so that the scaffolding can be varied as desired without that special components would have to be provided for this.

Die Rahmenelemente R sind (Fig. 6) gut stapelbar, weil die Querschnitte Q1 und Q2 aller Bauteile zwischen den Ständern 1 diesen gegenüber leicht eingezogen sind, so daß die Rahmenelemente R seitenalternierend platzsparend übereinandergelegt werden können. Sie sind relativ leicht, weil die meisten Bauteile leicht und darüberhinaus kostengünstig als stranggepreßte Hohlprofile hergestellt werden können. The frame elements R are (Fig. 6) stackable because the Cross sections Q1 and Q2 of all components between the stands 1 these are slightly drawn in, so that the frame elements R side-overlapping to save space can be. They are relatively easy because of that most components light and moreover as inexpensive extruded hollow profiles can be produced.

Aufstellung der BezugszeichenList of reference numbers

11
StänderStand
1111
Ende (oberes)End (top)
1212th
Ende (unteres)End (lower)
1313
SicherungsbohrungSecuring hole
1616
Konsolstücke (dritte)Console pieces (third)
22nd
Quertraverse (obere)Cross beam (upper)
2121
ScheitelParting
2222
DiagonalstabDiagonal bar
2323
Konsolstück (zweites)Console piece (second)
33rd
Quertraverse (untere)Crossbeam (lower)
3030th
Strebestrut
30a30a
Unterseitebottom
3131
LascheTab
3232
Konsolstück (erstes)Console piece (first)
44th
SteckkupplungPlug-in coupling
4141
Bolzenstück, (erstes) TeilBolt piece, (first) part
4242
Rohrstück, (zweites) TeilPipe piece, (second) part
aa
Abstanddistance
bb
Breitewidth
ee
EinrückungIndentation
hH
Höheheight
rr
RasterhöheGrid height
AEAE
AnschlußelementConnector
BB
BelagbühneTopping platform
DD
DurchstiegStep through
G,G'G, G '
GerüstrahmenScaffolding
GHGH
GeländerholmGuardrail
KPKP
KnotenpunktNode
LL
Lückegap
Q1Q1
Querschnitt (Strebe 30, Lasche 31)Cross section (strut 30, tab 31)
Q2Q2
Querschnitt (Konsolstücke 16,23,32, Quertraverse 2 und
Diagonalstäbe 22)
Cross section (bracket pieces 16, 23, 32, crossbar 2 and
Diagonal bars 22)
Q2' ,Q2"Q2 ', Q2 "
Teilquerschnitt (aus Q2)Partial cross-section (from Q2)
R,R'R, R '
RahmenelementFrame element
SS
LängsstrebeLongitudinal strut
TT
TrittflächeTread
V1V1
Versteifung (zweite)Stiffening (second)
V2V2
Versteifung (erste)Stiffening (first)
ZHZH
ZwischenholmIntermediate spar

Claims (18)

  1. A frame element for a scaffolding frame (G) - to be set up vertically - of stationary and/ or movable scaffolding of pre-fabricated structural elements,
    a) comprising two stands (1) which are rigidly connected to each other in the region of their ends (11, 12) by transverse cross-members (2, 3) horizontal in the operating state and which in cross-section are preferably in the form of circular tubes,
    in which
    b) the stands (1) are each provided at one (12) of their ends with a first respective part, for example an integrated tube member (42), closing off the respective stand (1), and at their other end (11) with a second part complementary thereto, for example a bolt member (41), of a lockable insertion coupling (4), projecting beyond the respective stand (1),
    c) the connexions of the transverse cross-members (2, 3) on the stands (1) are provided with torsion-damping reinforcements (V1, V2) which stabilize the preferably rectangular shape of the frame element (R), and
    d) the upper transverse cross-member (2) is made continuous and is directly attached to the stands (1),
    characterized in that
    e) the lower transverse cross-member (3), bent downwards at right angles on both sides to form first reinforcements (V2) of the lower transverse cross-member (3), is attached to the stands (1).
  2. A frame element according to Claim 1, characterized in that the lower transverse cross-member (3) comprises two short horizontal first bracket members (32) attached to the stands (1) on both sides at the same height, one respective fastening plate (31) - which is attached pointing downwards to each of the free ends of the bracket members (32) directed towards one another and which together with the associated bracket member (32) forms a respective first reinforcement (V2) and a horizontal brace (30) secured to the fastening plates (31) on both sides and provided at a vertical distance from the axis of the bracket member (32).
  3. A frame element according to Claim 2, characterized in that the fastening plates (31) are formed as sheet-metal sections.
  4. A frame element according to Claim 2, characterized in that the brace (30) and/or the fastening plates (31) has or have a rectangular, and preferably a flat rectangular, cross-section (Q1).
  5. A frame element according to one of Claims 2 to 4, characterized in that the lower transverse cross-member (3) is secured to the stands (1) in such a way that the underside (30a) of the brace (30) is approximately in alignment with the lower ends (12) of the stands (1).
  6. A frame element according to one of Claims 2 to 5, characterized in that the bracket members (32) of the lower transverse cross-member (3) are secured to the fastening plates (31) so far above the associated brace (30) and are at such a distance from the upper transverse cross-member (2) of the next frame element (R) attached below that a connexion element (AE) - which can be laid on the upper transverse cross-member (2) and which engages over the cross-section (Q2) thereof - of a scaffolding stage (B) or the like can be mounted on the upper transverse cross-member (2) or can be removed therefrom while the insertion coupling (4) is operative.
  7. A frame element according to one of Claims 1 to 6, characterized in that the upper transverse cross-member (2) is connected on both sides on its underside to diagonal rods (22) forming second reinforcements (V1) and attached to the stands (1).
  8. A frame element according to Claim 7, characterized in that the diagonal rods (22) are connected to the stands (1) by short horizontal second bracket members (23) suitable for attaching scaffolding stages (B), bracings (S), cross-heads (GH, ZH), edges or other structural elements.
  9. A frame element according to Claim 7 or 8, characterized in that the apices (21) of the upper transverse cross-member (2) is approximately in alignment with the upper ends (11) of the stands (1).
  10. A frame element according to one of Claims 1 to 9, characterized in that short horizontal third bracket members (16) suitable for attaching scaffolding stages (B), bracings (S), cross-heads (GH, ZH), edges or other structural elements are provided on the stands (1) between the transverse cross-members (2, 3).
  11. A frame element according to Claim 10, characterized in that third bracket members (16) are provided pointing into the space between the stands (1).
  12. A frame element according to Claim 10 or 11, characterized in that the third bracket members (16) are provided at least in part in pairs at the same height in each case.
  13. A frame element according to one of Claims 2 to 12, characterized in that the third bracket members (16) are secured to the stands (1) in such a way that together with the upper transverse cross-members (2) they form a grid of the same grid height (r) in each case.
  14. A frame element according to Claim 1 and one of Claims 2 to 13, characterized in that the upper transverse cross-member (2) and/or the diagonal rods (22) and/or the bracket members (16, 23, 32) have a similar cross-section (Q2).
  15. A frame element according to Claim 14, characterized in that the cross-section (Q2) is formed from a first lower rectangular partial cross-section (Q2') and an adjoining upper second partial cross-section (Q2") in alignment therewith and curved upwards preferably in a semicircular shape.
  16. A frame element according to one of Claims 1 to 15, characterized in that the components thereof (1, 2, 3, 16, 23, 32) are connected to one another completely or in part by means of welding seams.
  17. A frame element according to one of Claims 1 to 16, characterized in that the components thereof (1, 2, 3, 16, 23, 32) are formed completely or in part as preferably extrusion-moulded hollow sections.
  18. A frame element according to one of Claims 1 to 17, characterized in that the width of the cross-sections (Q1, Q2) of the transverse cross-members (2, 3) and of the third bracket members (16) is such that their connexions to the stands (1) are slightly reduced with respect thereto.
EP95920878A 1994-07-08 1995-05-24 Frame component Expired - Lifetime EP0770165B1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE9410743U DE9410743U1 (en) 1994-07-08 1994-07-08 Frame element
DE9410743U 1994-07-08
PCT/EP1995/001972 WO1996001933A1 (en) 1994-07-08 1995-05-24 Frame component

Publications (2)

Publication Number Publication Date
EP0770165A1 EP0770165A1 (en) 1997-05-02
EP0770165B1 true EP0770165B1 (en) 1998-04-22

Family

ID=6910653

Family Applications (1)

Application Number Title Priority Date Filing Date
EP95920878A Expired - Lifetime EP0770165B1 (en) 1994-07-08 1995-05-24 Frame component

Country Status (13)

Country Link
US (1) US5901810A (en)
EP (1) EP0770165B1 (en)
CN (1) CN1152343A (en)
AT (1) ATE165416T1 (en)
CA (1) CA2194495A1 (en)
CZ (1) CZ356296A3 (en)
DE (2) DE9410743U1 (en)
ES (1) ES2116089T3 (en)
HU (1) HU219073B (en)
PL (1) PL177303B1 (en)
RO (1) RO118316B1 (en)
RU (1) RU2140505C1 (en)
WO (1) WO1996001933A1 (en)

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DE19827284A1 (en) * 1998-06-19 1999-12-23 Layher W Vermogensverw Gmbh Setting frame for a scaffold
US6443262B1 (en) * 1999-12-30 2002-09-03 Waco International Corporation Tubular frame scaffolding
DE20002371U1 (en) 2000-02-10 2000-05-25 Krause Werk Gmbh & Co Kg Scaffolding
DE50208776D1 (en) * 2001-02-22 2007-01-04 Layher W Vermogensverw Gmbh CONNECTING CONSTRUCTION FOR FRAME FRAMES
CA2385380A1 (en) * 2001-05-31 2002-11-30 Tatsuo Ono Mounting method for a handrail in a frame scafolding
DE60215360T2 (en) * 2001-08-31 2007-02-15 Cryovac, Inc. MICROWAVE HEATABLE VACUUM SKIN PACK
ES2246732B1 (en) * 2005-01-17 2006-11-16 Ingenieria De Encofrados Y Servicios, S.L. REMOVABLE CROSSBODY FOR PLATFORM SUPPORT IN ANDAMIOS.
US8651259B1 (en) * 2013-07-12 2014-02-18 Berle G. Blehm Ladder bridge apparatus

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FR1188571A (en) * 1957-11-08 1959-09-23 Entrepose tubular scaffolding
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US3037588A (en) * 1959-05-21 1962-06-05 George W Causey Scaffolding
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HU9603561D0 (en) 1997-02-28
EP0770165A1 (en) 1997-05-02
US5901810A (en) 1999-05-11
CZ356296A3 (en) 1997-04-16
CA2194495A1 (en) 1996-01-25
HU219073B (en) 2001-02-28
WO1996001933A1 (en) 1996-01-25
DE9410743U1 (en) 1995-01-12
DE59502004D1 (en) 1998-05-28
RO118316B1 (en) 2003-04-30
PL177303B1 (en) 1999-10-29
PL318060A1 (en) 1997-05-12
ATE165416T1 (en) 1998-05-15
RU2140505C1 (en) 1999-10-27
ES2116089T3 (en) 1998-07-01
HUT76571A (en) 1997-09-29
CN1152343A (en) 1997-06-18

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