EP0918912B2 - Echafaudage de facade demontable - Google Patents

Echafaudage de facade demontable Download PDF

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Publication number
EP0918912B2
EP0918912B2 EP97938864A EP97938864A EP0918912B2 EP 0918912 B2 EP0918912 B2 EP 0918912B2 EP 97938864 A EP97938864 A EP 97938864A EP 97938864 A EP97938864 A EP 97938864A EP 0918912 B2 EP0918912 B2 EP 0918912B2
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EP
European Patent Office
Prior art keywords
railing
support element
elements
scaffold
dismantlable
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
EP97938864A
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German (de)
English (en)
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EP0918912A1 (fr
EP0918912B1 (fr
Inventor
Artur Schwörer
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Peri GmbH
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Peri GmbH
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Application filed by Peri GmbH filed Critical Peri GmbH
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/14—Railings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00—Scaffolds primarily resting on the ground
    • E04G1/14—Comprising essentially pre-assembled two-dimensional frame-like elements, e.g. of rods in L- or H-shape, with or without bracing
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/14—Railings
    • E04G5/147—Railings specially adapted for mounting prior to the mounting of the platform

Definitions

  • the invention relates to a dismountable facade scaffold according to the preamble of patent claim 1 and a method for mounting or dismounting of such a facade scaffold according to the preambles of claims 28 and 29.
  • Such facade scaffolds in which the vertical supports consist of separable support elements (CH-A-658878; GB-A-0276487), are widely used to be erected on the facade of a building for external work, e.g. to be able to paint.
  • Such facade scaffoldings are generally constructed by successively erecting the individual scaffolding levels, with the individual support elements of the vertical supports of a first scaffolding level generally terminating shortly above a floor slab belonging to a second scaffolding level above it. This upper end of the support elements is then coupled by the fitter with the lower end of the support elements for the second framework level, in particular by means of a plug connection.
  • one or more substantially horizontally extending railing elements are attached to the support elements in that (the second) scaffolding level in which the installer is located during the last-mentioned work step. These railing elements are used to reduce the risk of falling.
  • the base plate belonging to the third framework level lying above the second framework level is coupled by the mechanic overhead with the previously attached support elements.
  • the framework is stabilized when erecting the individual levels additionally with transverse and / or diagonal struts.
  • FR-A-2516141 are provided at one end of the railing downwardly projecting struts, by means of which at the other end hung on a vertical support railing pivoted to the next floor upwards and then to an already previously erected vertical support element is attached.
  • the known solutions each require additional, downwardly extending vertical tips to move up a railing element to the next floor and attach it to the vertical support elements of the framework.
  • the object of the invention is to provide a collapsible facade scaffold and a method for mounting or dismounting of such a facade scaffold of the type mentioned, in which not only the risk of accidents during assembly or disassembly is reduced to a minimum, but the assembly / disassembly simple way is economically feasible.
  • the one hand with an already mounted support member pivotally connected railing elements are coupled to the other end with a not yet mounted another support element, whereupon the further support element raised in a horizontal position taking place pivoting of the railing element and the associated support element already finished floor is placed.
  • the railing element so no additional vertical support, but the later part of the framework forming support element itself is used.
  • a particularly simple assembly and disassembly of the scaffold according to the invention is made possible in that a only one side fixed to a support railing element is pivotable about at least one substantially horizontally extending through the coupling point between the support element and railing element axis.
  • the railing element can be pivotally mounted on an already mounted support member and then with the help of another, yet to be mounted support member in its final horizontal position be swiveled upwards.
  • the railing elements are connected at one end via a hinge connection fixed to a support element, so that this connection must not be made by the installer nor solved because railing element and support element form a unit.
  • This embodiment has the advantage that the number of items to be moved during mounting or dismounting is reduced.
  • the created by the invention and always present side protection is particularly advantageous because when assembling and disassembling constantly parts of the scaffold must be picked up or delivered by the fitter, with the fitter inevitably has to lean slightly outwards, which without side protection a not to vemachinende danger of falling would require. It should also be considered that assembly and disassembly even in unfavorable weather, for example, in strong winds or smooth frozen floor panels. In this case, the additionally increased risk of falling, the side protection according to the invention has a particularly advantageous effect.
  • the assembly of a scaffold according to the invention can be accomplished, for example, as follows:
  • a railing element is coupled at one end to an already mounted support element in the region of the scaffold plane to be erected, at which time the base plate of the scaffolding plane to be erected is not yet mounted. Subsequently, the other end of the railing element is coupled with a not yet mounted further support element, after which the further support element is mounted under pivoting of the railing element. By mounting the other support element, the railing element is thus brought into its final horizontal position in the scaffolding level to be built, which can be achieved in the manner described in a simple manner that the railing element is mounted at a height that the fitter directly with his arms due the unassembled bottom plate is not accessible.
  • the distance between the intended for the railing element attachment position of a support member and provided for the bottom plate mounting position of the same support member between 70 cm and 130 cm, in particular about 100 cm.
  • the support element When the scaffold is erected, the support element may extend beyond the fastening position provided for the base plate, for example over a length of between 60 cm and 120 cm, in particular over approximately 90 cm.
  • the above dimensions ensure that the railing element can each be secured at a sufficiently high height above the floor panels to be mounted, so that an effective side protection, for example, is achieved at a height of 100 cm above the respective bottom plate.
  • the assembly is simplified in that the railing elements are attached to the designated mounting positions of the support elements without the use of a tool.
  • the often required in the prior art striking a wedge by means of a hammer is thus superfluous.
  • the coupling between railing element and support element is designed such that it is releasable again without the use of a tool. In this way, the dismantling is simplified and accelerated.
  • Fassenggtisten usually several vertical units are placed side by side in a plane adjacent floor panels, it makes sense, the coupling between railing elements and support elements in such a way that at a mounting position of a support element two railing elements are fastened, which then horizontally in opposite directions Reach directions.
  • a particularly simple coupling between railing elements and support elements is obtained when the railing elements can be suspended at the designated mounting positions of the support elements. It is again advantageous if the suspension connection is equipped with a safeguard against unintentional loosening, in order to ensure in this way that upon exercise of a horizontally directed force on a railing element, as they For example, occurs when leaning the fitter to the railing element, the railing element is reliably connected to the support element.
  • Said fuse is preferably designed so that it is achieved solely by the coupling of railing element and support element, without the need for separate facilities operated or additional operations must be performed by the fitter.
  • the suspension connection is realized by a substantially perpendicular to the support member extending and firmly connected thereto end piece and provided on the end portion of the railing element and can be coupled with the extension lug.
  • the extension piece is preferably designed as a stamped part, which can be welded, for example, to the support element.
  • the production costs can be kept to a minimum, since the punching process is feasible with little economic effort.
  • the extension can for example be carried out substantially flat, and it must of course have a certain strength in order to withstand the forces that can occur.
  • this has on its top and bottom side offset from each other at least two projections.
  • the tab of the railing element can be threaded at perpendicular to the support element aligned railing element on the extension piece under execution of pivotal movements, with each pivotal movement, the tab is moved over a projection of the extension piece. By successive opposing pivoting movements, the tab is alternately moved over the projections provided on the top and bottom of the extension piece.
  • the tab is designed as extending in the longitudinal direction of the railing element elongated hole, since in this case the tab is attachable to the extension piece under execution of a substantially linear movement, if the support element and railing element form an angle, for example, less than 45 ° is.
  • an angle support element and railing element in the stage of assembly or disassembly include, in which the railing element has a free, that is not coupled to a support member end and the other end is to be connected to a support member or detached from such ,
  • the coupling point between the support element and railing element for example, about 3 m above the bottom plate on which the fitter stands straight, so that it is advantageous if the corresponding coupling can be produced or canceled by a simple linear movement.
  • a preferred embodiment of the invention are in erected scaffold two each provided for a separate railing element mounting positions of a support element above the provided for the bottom plate mounting position of this support element.
  • two railing elements can be provided at different distances from the subsequently to be mounted bottom plate, whereby the side protection to be achieved is increased.
  • the distance between the fastening position provided for the second railing element and the fastening position provided for the floor plate is, for example, between 30 cm and 70 cm, in particular approximately 50 cm. It is therefore possible, for example, to provide two railing elements at a distance of 50 cm and 100 cm to the bottom plate.
  • the effective when erected framework total length of a support member may be between 180 cm and 220 cm, in particular about 200 cm.
  • the effective in erected scaffold overall length of usable in the lowermost framework level support member may be between 280 cm and 330 cm, in particular about 300 cm, wherein such support member may have two attachment positions for two to be arranged in different scaffolding levels floor panels.
  • the number of moving during assembly or disassembly parts can be further reduced by two parallel aligned support elements, which come to rest in particular when erected scaffolding on a narrow side of a bottom plate, are firmly connected to each other via a cross-strut. In this case, at least approximately results in an H-shape of the two interconnected support elements.
  • interconnected support elements it is possible to connect two support elements which have different lengths, or which have substantially equal lengths, but are arranged offset from one another in the vertical direction.
  • Fig. 1 is a facade scaffolding on a building 1 under construction.
  • four support elements 3 are supported for the formation of vertical supports in an arrangement with a rectangular base, wherein the longer side of the rectangular base extends parallel to the front of the building 1.
  • the support elements 3 assigned to the lowermost frame level are supported on the bottom side by height-adjustable spindle arrangements 4 and are completed by cross beams 5 and diagonal struts 6 to form a load-bearing base frame 7.
  • This base frame 7 is continued in Fig. 1 bottom right in corresponding, not shown for reasons of clarity manner.
  • floors B to F are on the support elements or on the connecting piece 10 and the end frame 11 of the floor A more connecting pieces 10 and end frame 11 attached.
  • the shape of an end frame 11 can be seen particularly well in the end frame 11 provided for the floor E, which is held in the assembly step shown in FIG. 1 by a fitter 12.
  • each rectangular bottom plates 14 are held, which ultimately form the various working levels for the individual floors A to F.
  • the facade scaffolding also has two to from the protruding scaffolds 15 and 16 respectively.
  • the handrail elements 18 are first attached to the mounting positions 19 of the end frame 11 'by the fitter 12. Subsequently, the end frame 11 "is connected to the fastening positions 19 remote from the end of the railing elements 18 at the attachment positions 20, so that the two end frames 11 ', 11 "form a parallelogram together with the two railing elements 18.
  • the railing elements 18 are hinged to the end frames 11', 11" so that it is possible for the installer 12 to control the overall arrangement to grab on the end frame 11 "and to pivot in the direction of the arrow upwards, in order subsequently to allow attachment of the end frame 11" on the daruntediegenden end frame 11 and the underlying connector 10.
  • the railing 18 is already mounted for the floor E before the provided for the floor E bottom plate is introduced. Consequently, it is ensured that at the time when the bottom plate 14 is fixed for the floor E, a side protection in the form of railing elements 18 already exists, so that the danger of falling for a working on the floor E fitter is reduced from the outset to a considerable extent ,
  • the scaffolding has four floors already completed and two floors A, B, C, D and E, F under construction.
  • Fig. 2 shows individual steps in setting up a facade scaffolding according to the invention.
  • the fitter 12 is on a bottom plate 14, which is assigned to the floor A.
  • the fitter 12 is secured by at least one railing element 18, which is coupled to the mounting positions 19 with vertically extending support members 3.
  • the fitter 12 puts on another support element 3 'on the support element 3, wherein the joint 23 between the support elements 3, 3' is realized by a plug connection.
  • FIG. 2 c another railing element 18 'is hooked with one end to a fastening position of the support element 3' provided for this purpose.
  • this railing element 18 ' has been coupled at its other end to a further support element 3 "
  • the railing element 18' together with the support element 3" according to FIG. 2d is pivoted upward in the direction of the arrow, whereupon, according to FIG. 2e, the support element 3 "on the underlying support element 3 at 23 'is plugged.
  • the support elements 3 ', 3 are attached to the floor B for the floor B, whereupon the floor B can be entered for the first time by the installer 12, at which time, however, the railing 18' is already mounted is, so that a side protection for the fitter 12 is.
  • bottom plates 14, 14 ' according to the invention in principle either directly on the support elements 3, 3', 3 "or even indirectly, for example, with the support members 3, 3 ', 3" connected cross braces can be attached.
  • Fig. 3 shows various vertical support elements which can be used within the scope of the claims for the construction of a scaffold.
  • Fig. 3a shows two approximately 3 m long support elements, which are intended for use in the lowest level of the scaffold.
  • the support elements 25 each have fastening positions 24 for bottom plates 14, 14 '. Consequently, two base plates 14, 14 'can be fastened to the support elements 25 for two different scaffolding levels.
  • At least one of the two supports 25 thus has attachment positions 19 for railing elements of two superimposed scaffolding levels.
  • support elements 25 for the lowermost framework level is advantageous, since in this way no joints or plug connections are present in the lowest level which could impair the stability of the overall framework.
  • a support member 3 is shown, which can be used for all subsequent to the support members 25 scaffolding levels.
  • This support element 3 can be plugged with its underside onto the upper end of the support elements 25 according to FIG. 3 a.
  • the effective overall length of the support element according to FIG. 3b is approximately 2 m.
  • the mounting position formed as a rosette fastening position 24 is shown in plan view, which has openings for mounting the floor panels.
  • Fig. 3c shows a specific embodiment of a support element 26 which can be used within the scope of the claims, which only at its upper end has a mounting position 24 for a bottom plate.
  • a support member 26 may be used, for example, in the uppermost scaffolding level in which the building facing vertical supports are located below a roof projection in certain applications, so that it can be ensured here by means of the short support member 26 of FIG. 3c that the Roof projection and the support element do not collide with each other.
  • the vertical supports are constructed exclusively of individual supports, with any connections between adjacent support elements are made exclusively via detachable connections.
  • FIG. 4a illustrates how two support elements 3 are connected via a cross brace 27 fixed to each other to a front frame.
  • the overall arrangement of support elements 3 and cross brace 27 forms an H-shaped structure.
  • fastening positions 24 are provided for a bottom plate 14 shown in dashed lines.
  • the fastening position 24 could also be saved in this case, if the cross brace is used as a support and thus as an attachment point for the bottom plate 14.
  • Individual end frame according to FIG. 4 a can be plugged together via plug connections 23.
  • FIG. 4b An alternative embodiment is shown in Fig. 4b, this embodiment corresponds to the embodiment of FIG.
  • the two on the cross brace 27 interconnected support elements 3 different lengths. Since a support member 3 is shortened compared to the embodiment of FIG. 4a, can reduce the total weight of the end frame 3, 27 in this way. However, this must be taken into account that the individual end frame by means of connecting pieces 10, which in turn represent a separate part, must be coupled via the joints 23.
  • FIG. 5 shows the manner in which railing elements 18 can be coupled to support elements 3.
  • the illustrated coupling possibility is basically a suspension connection, which is realized by an extension piece 28 extending substantially perpendicularly to the support element 3 and a lug 29 provided on the end region of a railing element 18 and which can be coupled to the attachment piece 28.
  • the extension piece 28 is firmly connected to the support member 3, in particular welded at 32.
  • the extension piece 28 has on its top and bottom offset from each other two projections 30.
  • the transverse dimension q of the opening 31 of the tab 29 is selected so that the railing element 18 can be threaded onto the attachment piece 18 under the effect of alternating pivoting movements.
  • the dimension q is chosen so that a threading is possible without hindrance, but can not be accomplished by means of a linear movement of the railing element 18 and the tab 29 when railing element 18 and support member 3 are aligned approximately perpendicular to each other.
  • the further abutment surfaces of the projections 30 may for example be made oblique, so as to facilitate the threading of the tab 29.
  • the distance d between the support member 3 facing abutment surfaces of the projections 30 and the support member 3 is selected so that the tabs 29 of two extending in opposite directions railing elements 18 are auffädelbar to a single extension piece 28.
  • the included between the support element 3 and railing element 18 angle ⁇ is smaller than 45 ° in this case.
  • the railing element 18 is then pivoted in the direction of arrow A about the extension piece 28 upwards into a horizontal position and shown in Fig. 5c.
  • the first end of the railing element 18 is coupled to the support element 3 in the manner shown in FIGS. 5b and 5c, while the other end is threaded onto the second support element 3 by pivoting movements.
  • FIG. 6 shows alternative embodiments of the attachment according to FIG. 5.
  • the extension piece is formed by two superimposed portions 33, 34, wherein the lower portion 34 has two upwardly extending projections 30 and the upper portion on its underside two aligned with the projections 30 recesses 35.
  • Fig. 6b shows a Fig. 6a corresponding embodiment, wherein only projections 30 and recesses 35 in the reverse manner at the upper and lower portion 33 ', 34' are arranged.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Ladders (AREA)
  • Steps, Ramps, And Handrails (AREA)
  • Movable Scaffolding (AREA)
  • Emergency Lowering Means (AREA)
  • Scissors And Nippers (AREA)
  • Shovels (AREA)
  • Floor Finish (AREA)
  • Pharmaceuticals Containing Other Organic And Inorganic Compounds (AREA)
  • Road Signs Or Road Markings (AREA)

Claims (29)

  1. Échafaudage de façade démontable comprenant au moins quatre montants verticaux, constitués par des éléments de montant individuels (3, 3', 3"), et par des plaques de plancher (14, 14') ainsi que par des éléments de rambarde (18, 18'), monté(e)s par étages sur lesdits montants verticaux, lesdits éléments de rambarde s'étendant entre des montants verticaux voisins et y étant fixés par leurs extrémités, dans lequel certains éléments de montant au moins (3, 3', 3") présentent des positions de fixation (24 ; 19, 20) pour les plaques de plancher (14, 14'), ou respectivement pour les éléments de rambarde (18, 18') qui s'étendent sensiblement horizontalement, et dans l'échafaudage érigé au moins une position de fixation (19, 20) prévue sur un élément de montant (3, 3', 3 ") pour un élément de rambarde (18, 18') se trouve au-dessus d'une position de fixation (24) prévue sur le même élément de montant (3, 3', 3") pour une plaque de plancher (14, 14') et, partant d'un étage déjà terminé (A) les éléments de rambarde (18') peuvent être reliés de façon articulée par une personne (12) debout sur l'étage (A) déjà terminé, qui saisit directement et qui déplace l'élément de rambarde (18') dans une situation en oblique, avec l'extrémité supérieure au niveau de la position de fixation supérieure (19, 20) d'un élément de montant (3') qui appartient déjà à l'étage suivant (B) et qui est déjà posé sur l'élément de montant (3) de l'étage (A) situé au dessous, et sont susceptibles d'être basculés vers le haut autour d'au moins un axe qui s'étend essentiellement horizontalement à travers la position de fixation (19, 20), et sont alors susceptibles d'être fixés,
    caractérisé en ce que
    les éléments de montant (3, 3', 3") sont séparables les uns des autres immédiatement au-dessus de la position de fixation (19, 20) de l'élément de rambarde (18) situé le plus en haut de chaque étage (A, B, C, D, E), et en ce que l'autre extrémité de l'élément de rambarde (18') est reliée de manière articulée, ou susceptible de l'être, avec la position de fixation supérieure (19, 20) d'un autre élément de montant (3"), et mobile verticalement jusque dans sa position finale au moyen de cet autre élément de montant (3"), suite à quoi cet élément de montant (3") peut être posé sur l'élément de montant associé (3) de l'étage déjà terminé (A).
  2. Échafaudage de façade démontable le selon la revendication 1,
    caractérisé en ce que
    la distance entre la position de fixation (19, 20) prévue pour l'élément de rambarde (18, 18') et la position de fixation (24) prévue pour la plaque de plancher (14, 14') est comprise entre 70 cm et 130 cm, et s'élève en particulier à environ 100 cm.
  3. Échafaudage de façade démontable selon l'une des revendications précédentes,
    caractérisé en ce que
    dans l'échafaudage érigé, l'élément de montant (3, 3', 3 ") s'étend vers le bas au-delà de la position de fixation (24) prévue pour la plaque de plancher (14, 14'), et en particulier sur une longueur comprise entre 60 cm et 120 cm, de préférence sur environ 90 cm.
  4. Échafaudage de façade démontable selon l'une des revendications précédentes,
    caractérisé en ce que
    les éléments de rambarde sont réalisés sous forme de barres (18, 18') qui s'étendent horizontalement dans l'échafaudage assemblé.
  5. Échafaudage de façade démontable selon l'une des revendications précédentes,
    caractérisé en ce que
    deux éléments de rambarde (18, 18') sont susceptibles d'être accouplés avec une position de fixation individuelle (19, 20) prévue à cet effet sur un élément de montant (3, 3', 3").
  6. Échafaudage de façade démontable selon l'une des revendications précédentes,
    caractérisé en ce que
    les éléments de rambarde (18, 18') sont susceptibles d'être accrochés dans une situation en oblique à des positions de fixation (19, 20) prévues à cet effet sur les éléments de montant (3, 3', 3").
  7. Échafaudage de façade démontable selon l'une des revendications précédentes,
    caractérisé en ce que
    l'accouplement en situation oblique des éléments de rambarde (18, 18') est détachable par action au niveau de l'élément de rambarde.
  8. Échafaudage de façade démontable selon la revendication 6,
    caractérisé en ce que
    la jonction à accrochage est dotée d'un blocage à l'encontre d'un détachement inopiné.
  9. Échafaudage de façade démontable selon l'une des revendications 6 à 8,
    caractérisé en ce que
    la jonction à accrochage est réalisée au moyen d'une pièce formant talon (28) qui s'étend sensiblement perpendiculairement à l'élément de montant (3, 3', 3") et qui est reliée solidairement à celui-ci, ainsi que d'une patte (29) prévue dans la région terminale de l'élément de rambarde (18, 18') et susceptible d'être accouplée avec la pièce formant talon (28).
  10. Échafaudage de façade démontable selon la revendication 9,
    caractérisé en ce que
    la pièce formant talon (28) est réalisée sous forme de pièce matricée.
  11. Échafaudage de façade démontable selon l'une ou l'autre des revendications 9 et 10,
    caractérisé en ce que
    la pièce formant talon (28) est réalisée sous forme essentiellement plate.
  12. Échafaudage de façade démontable selon l'une des revendications 9 à 11,
    caractérisé en ce que
    la pièce formant talon (28) présente, sur sa face supérieure et sur sa face inférieure, au moins deux saillies respectives (30), décalées l'une par rapport à l'autre.
  13. Échafaudage de façade démontable selon l'une des revendications 9 à 12,
    caractérisé en ce que
    la patte (29) est réalisée avec un trou oblong (31) qui s'étend en direction longitudinale de l'élément de rambarde (18, 18').
  14. Échafaudage de façade démontable selon l'une des revendications 9 à 13,
    caractérisé en ce que
    lorsque l'élément de rambarde (18, 18') est orienté perpendiculairement à l'élément de montant (3, 3', 3") la patte (29) est susceptible d'être enfilée sur la pièce formant talon (28), en exécutant des mouvements de basculement.
  15. Échafaudage de façade démontable selon l'une des revendications 9 à 13,
    caractérisé en ce que
    la patte (29) est susceptible d'être enfilée sur la pièce formant talon (28) en exécutant un mouvement essentiellement linéaire, lorsque l'élément de montant (3, 3', 3") et l'élément de rambarde (18, 18') forment un angle (A') inférieur à 60°, en particulier inférieur à 45°.
  16. Échafaudage de façade démontable selon l'une des revendications 9 à 15,
    caractérisé en ce que
    la pièce formant talon (28) est constituée par deux pièces partielles (33, 34) agencées l'une au-dessus de l'autre, la pièce partielle inférieure (34) présentant au moins deux saillies (30) qui s'étendent vers le haut, et la pièce partielle supérieure (33) présentant sur sa face inférieure au moins deux évidements (35) alignés avec les saillies (30).
  17. Échafaudage de façade démontable selon l'une des revendications 9 à 15,
    caractérisé en ce que
    la pièce formant talon (28) est constituée par deux pièces partielles (33', 34') agencées l'une au-dessus de l'autre, la pièce partielle inférieure (34') présentant sur sa face supérieure au moins deux évidements (35), et la pièce partielle supérieure (33') présentant au moins deux saillies (30) qui s'étendent le haut et alignées avec les évidements (35).
  18. Échafaudage de façade démontable selon l'une des revendications précédentes,
    caractérisé en ce que
    dans l'échafaudage érigé, deux positions de fixation respectives (19, 20) prévues sur un élément de montant (3, 3', 3") pour des éléments de rambarde séparés (18, 18') sont situées au-dessus de la position de fixation (24) prévue sur le même élément de montant (3, 3', 3 ") pour la plaque de plancher (14, 14').
  19. Échafaudage de façade démontable selon la revendication 18,
    caractérisé en ce que
    la distance entre la position de fixation (19, 20) prévue pour le deuxième élément de rambarde (18, 18') et la position de fixation (24) prévue pour la plaque de plancher (14, 14') est comprise entre 30 cm et 70 cm, en particulier environ 50 cm.
  20. Échafaudage de façade démontable selon l'une ou l'autre des revendications 18 et 19,
    caractérisé en ce que
    les deux éléments de rambarde (18, 18') sont reliés de façon articulée l'un à l'autre.
  21. Échafaudage de façade démontable selon l'une des revendications précédentes,
    caractérisé en ce que
    dans l'échafaudage érigé, la longueur totale efficace d'un élément de montant (3, 3', 3") est comprise entre 180 cm et 220 cm, et s'élève en particulier à environ 200 cm.
  22. Échafaudage de façade démontable selon l'une des revendications précédentes,
    caractérisé en ce que
    dans l'échafaudage érigé, la longueur totale efficace d'un élément de montant (25) utilisable dans le plan de l'échafaudage le plus inférieur est comprise entre 280 cm et 320 cm, s'élève en particulier à environ à 300 cm, un tel élément de montant (25) comportant de préférence deux positions de fixation (24) pour deux plaques de plancher (14, 14') à agencer dans des plans différents de l'échafaudage.
  23. Échafaudage de façade démontable selon l'une des revendications précédentes,
    caractérisé en ce que
    les éléments de montant (3, 3', 3") sont susceptibles d'être accouplés les uns avec les autres pour réaliser un montant vertical, par l'intermédiaire de jonctions à enfichage (23, 23').
  24. Échafaudage de façade démontable selon l'une des revendications précédentes,
    caractérisé en ce que
    deux éléments de montant (3, 3', 3") orientés parallèlement sont reliés solidairement l'un à l'autre par l'intermédiaire d'une traverse (27).
  25. Échafaudage de façade démontable selon la revendication 24,
    caractérisé en ce que
    seul l'un des deux éléments de montant (3, 3', 3") reliés comporte au moins une position de fixation (19, 20) pour un élément de rambarde (18, 18').
  26. Échafaudage de façade démontable selon l'une ou l'autre des revendications 24 et 25,
    caractérisé en ce que
    les deux éléments de montant (3, 3', 3") reliés présentent des longueurs différentes.
  27. Échafaudage de façade démontable selon l'une des revendications précédentes,
    caractérisé en ce que
    au-dessus d'une position de fixation (24) prévue à l'intérieur d'un étage pour une plaque de plancher (14), et il est prévu deux positions de fixation (20) pour des éléments de rambarde (18), l'une au-dessus de l'autre.
  28. Procédé pour le montage d'un échafaudage de façade démontable comprenant au moins quatre montants verticaux constitués par des éléments de montant individuels (3, 3', 3") et des plaques de plancher (14, 14') ainsi que des éléments de rambarde (18, 18'), monté(e)s par étages sur lesdits montants, lesdits éléments de rambarde s'étendant entre des montants verticaux voisins et y étant fixés par leurs extrémités, dans lequel au moins certains éléments de montant (3, 3', 3") présentent des positions de fixation (24 ; 19, 20) pour les plaques de plancher (14, 14'), ou respectivement pour les éléments de rambarde (18, 18') qui s'étendent essentiellement horizontalement, et dans l'échafaudage érigé, au moins une position de fixation (19, 20) prévue sur un élément de montant (3, 3', 3") pour un élément de rambarde (18, 18') est située au-dessus d'une position de fixation (24) prévue sur le même élément de montant (3, 3', 3") pour une plaque de plancher (14, 14'), et les éléments de rambarde (18') d'un étage déjà terminé (A) sont susceptibles d'être basculés vers le haut, à partir d'une situation en oblique, avec une extrémité au niveau de la position de fixation supérieure (19, 20) d'un élément de montant (3') qui appartient déjà à l'étage suivant (B), autour d'au moins un axe qui s'étend essentiellement horizontalement à travers la position de fixation (19, 20), et sont alors susceptibles d'être fixés, de sorte qu'après avoir terminé un étage (A) on pose tout d'abord un autre élément de montant (3') de l'étage suivant (B) immédiatement au-dessus de la position de fixation (19, 20) de l'élément de rambarde (18) le plus en haut de l'étage déjà terminé (A) sur un élément de montant (3) de l'étage (A), et un élément de rambarde (18') de l'étage déjà terminé (A) est amené, avec une extrémité dans la situation oblique, par basculement vers le haut à la position de fixation (19, 20) de l'élément de montant (3') posé,
    caractérisé en ce que
    l'autre extrémité inférieure de cet élément de rambarde (18') est reliée de façon articulée avec la position de fixation (19, 20) d'un autre élément de montant (3"), et est déplacée vers le haut jusque dans sa position finale au moyen de cet autre élément de montant (3 "), suite à quoi cet élément de montant (3") est posé sur l'élément de montant associé (3) de l'étage déjà terminé (A), et l'on pose enfin depuis le bas la plaque de plancher (14') de l'étage suivant (B).
  29. Procédé pour le démontage d'un échafaudage de façade démontable comprenant au moins quatre montants verticaux constitués par des éléments de montant individuels (3, 3', 3") et des plaques de plancher (14, 14') ainsi que des éléments de rambarde (18, 18'), monté(e)s par étages sur ces montants, lesdits éléments de rambarde s'étendant entre des montants verticaux voisins et y étant fixés par leurs extrémités, dans lequel au moins certains éléments de montant (3, 3', 3") présentent des positions de fixation (24 ; 19, 20) pour les plaques de plancher (14, 14'), ou respectivement pour les éléments de rambarde (18, 18') qui s'étendent sensiblement horizontalement, de sorte que dans l'échafaudage érigé au moins une position de fixation (19, 20) prévue sur un élément de montant (3, 3', 3") pour un élément de rambarde (18, 18') est située au-dessus d'une position de fixation (24) prévue sur le même élément de montant (3, 3', 3") pour une plaque de plancher (14, 14'), et les éléments de rambarde (18') d'un étage déjà terminé (A) sont susceptibles d'être basculés vers le haut, à partir d'une situation en oblique avec une extrémité au niveau de la position de fixation supérieure (19, 20) d'un élément de montant (3') qui appartient déjà à l'étage suivant (B), autour d'au moins un axe qui s'étend sensiblement horizontalement à travers la position de fixation (19, 20), et sont alors susceptibles d'être fixés,
    caractérisé en ce que
    après avoir enlevé une plaque de plancher supérieure (14'), on enlève respectivement un élément de montant (3") immédiatement au-dessus de la position de fixation (19, 20) de l'élément de rambarde (18) situé au-dessous, depuis l'élément de montant (3) situé au-dessous, en ce que l'élément de rambarde (18') est basculé vers le bas au moyen de l'élément de montant (3") enlevé, et le cas échéant séparé de l'élément de montant (3"), et en ce que l'extrémité supérieure de l'élément de rambarde (18') agencé en oblique vers le bas est enfin de préférence séparée de la position de fixation (19, 20) sur l'élément de montant (3'), suite à quoi l'élément de montant concerné (3') est enlevé de l'élément de montant (3) situé au-dessous.
EP97938864A 1996-08-16 1997-08-01 Echafaudage de facade demontable Expired - Lifetime EP0918912B2 (fr)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE19633092 1996-08-16
DE19633092A DE19633092A1 (de) 1996-08-16 1996-08-16 Zerlegbares Fassadengerüst
PCT/EP1997/004211 WO1998007934A1 (fr) 1996-08-16 1997-08-01 Echafaudage de façades demontable

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EP0918912A1 EP0918912A1 (fr) 1999-06-02
EP0918912B1 EP0918912B1 (fr) 2000-05-10
EP0918912B2 true EP0918912B2 (fr) 2006-10-04

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EP (1) EP0918912B2 (fr)
KR (1) KR100520418B1 (fr)
AT (1) ATE192819T1 (fr)
AU (1) AU723378B2 (fr)
BR (1) BR9711314A (fr)
DE (3) DE19655284B4 (fr)
ES (1) ES2145630T5 (fr)
PL (1) PL187936B1 (fr)
PT (1) PT918912E (fr)
TR (1) TR199900327T2 (fr)
WO (1) WO1998007934A1 (fr)

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Publication number Publication date
ATE192819T1 (de) 2000-05-15
TR199900327T2 (xx) 1999-07-21
AU723378B2 (en) 2000-08-24
BR9711314A (pt) 2000-01-18
KR100520418B1 (ko) 2005-10-12
JP3865784B2 (ja) 2007-01-10
DE19633092A1 (de) 1998-02-19
DE19655284B4 (de) 2008-01-24
EP0918912A1 (fr) 1999-06-02
PT918912E (pt) 2000-10-31
ES2145630T5 (es) 2007-05-16
US20020092707A1 (en) 2002-07-18
PL187936B1 (pl) 2004-11-30
US6422345B1 (en) 2002-07-23
US6554102B2 (en) 2003-04-29
KR20000068157A (ko) 2000-11-25
JP2000516310A (ja) 2000-12-05
EP0918912B1 (fr) 2000-05-10
ES2145630T3 (es) 2000-07-01
AU4116497A (en) 1998-03-06
PL331630A1 (en) 1999-08-02
DE59701662D1 (de) 2000-06-15
WO1998007934A1 (fr) 1998-02-26

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