EP2557252B1 - Plate-forme et procédé pour le montage en sécurité d'une tour d'échafaudage de soutien - Google Patents

Plate-forme et procédé pour le montage en sécurité d'une tour d'échafaudage de soutien Download PDF

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Publication number
EP2557252B1
EP2557252B1 EP11006517.4A EP11006517A EP2557252B1 EP 2557252 B1 EP2557252 B1 EP 2557252B1 EP 11006517 A EP11006517 A EP 11006517A EP 2557252 B1 EP2557252 B1 EP 2557252B1
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EP
European Patent Office
Prior art keywords
level
railing
decking
guardrail
scaffold
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.)
Active
Application number
EP11006517.4A
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German (de)
English (en)
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EP2557252A1 (fr
Inventor
Stéphane Gérelli
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Peri GmbH
Original Assignee
Peri GmbH
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Publication date
Application filed by Peri GmbH filed Critical Peri GmbH
Priority to EP11006517.4A priority Critical patent/EP2557252B1/fr
Priority to PL11006517.4T priority patent/PL2557252T3/pl
Priority to ES11006517T priority patent/ES2570166T3/es
Publication of EP2557252A1 publication Critical patent/EP2557252A1/fr
Application granted granted Critical
Publication of EP2557252B1 publication Critical patent/EP2557252B1/fr
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Classifications

    • 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
    • E04G1/00—Scaffolds primarily resting on the ground
    • E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • 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
    • 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
    • E04G1/28—Scaffolds primarily resting on the ground designed to provide support only at a low height
    • E04G1/30—Ladder scaffolds
    • E04G2001/302—Ladder scaffolds with ladders supporting the platform
    • E04G2001/305—The ladders being vertical and perpendicular to the platform

Definitions

  • the present invention relates to a mounting pad for use in erecting a scaffold tower, and to a mounting method for safely erecting such a scaffold tower.
  • a mounting pad for a scaffold comprising a covering element, a first railing element, which is articulated on a first end face of the covering element, and a second railing element, which is articulated on a second end face of the covering element.
  • the two railing elements in this case have approximately at half the height at least two hooks, via which the mounting pad can be hooked into two spaced-apart scaffolding ladders.
  • the railing elements since the two railing elements are connected to each other via cross bar, the railing elements can not pivot independently of each other, whereby the attachment of the pad in spaced scaffolding ladders is particularly difficult if the railing elements have a plurality of spaced apart in the vertical direction hooks.
  • a solution according to claim 1 for use in the construction of a shoring tower is proposed to solve this problem, which consists essentially of a walkable covering element and a first and a second railing element.
  • the first railing element is hinged to a first end face of the covering element
  • the second railing element is hinged to a second end face of the covering element.
  • the two railing elements can thus be pivoted about an axis, which approximately runs parallel to the first and second end side of the lining element.
  • two spaced hooks are preferably provided only on a first end side of the covering element or only in the region of the free end of the first railing element.
  • two spaced-apart hooks are provided only in the region of the free end of the second railing element.
  • the covering element of the assembly covering according to the invention thus at most on the first end side has two hooks spaced apart from each other, whereas there are no hooks on the second end face of the covering element. Instead, this has hinged to the second end face of the covering element Railing element in the region of its free end two spaced hooks.
  • Providing the hook according to a first embodiment on the first end face of the covering and the second handrail element in the region of the free end brings with it the further advantage that it can be ensured that not all coverings of a framework level can be installed in the same orientation; Rather, if necessary, by ensuring that the hooks for the suspension of the first and second end faces of the covering element are at different heights, it can be ensured that at least one of the front hooks of a montefloor lining with an imperfection point is intended for an intended assembly of all covering elements of a scaffolding plane in the same orientation such as a diagonal of the shoring tower or its attachment means collides, which forces the installer to install the relevant mounting pad in a relative to the other mounting pads of the respective plane rotated by 180 ° orientation.
  • the assembly covering according to the invention proves to be advantageous not only by the forced leading bolt assembly in terms of safety at work; rather, a fitter intending to install an assembly platform in the scaffold plane n does not have to work overhead, as he may either be on the scaffold plane n-1 immediately below or already on the scaffolding plane n to be installed, as this will be explained in more detail below. This results in a favorable cost reduction during assembly.
  • the installer must forcefully install the bolts of the second framework level in advance assembly, so that a fall protection already at the time of completion of a mounting plane of covering elements in the first framework level is present in the form of the bar of the second framework level. If the fitter first enters the assembly level in the first level, thus already a fall protection in the form of the bolt of the second framework level is present.
  • the handrails of a covering element mounted in the framework level n-1 are located approximately in the framework plane n, so that an assembler who is on a mounting plane in the framework plane n can grasp these handrails well, in the framework level n-1 mounted covering elements in the framework level n to pull up.
  • the railing rods of the respective railing element can be connected to each other via a second strut spaced parallel from the first strut. This can be located at about half the height of the respective railing element, whereby an additional fall protection and a further increased stability is created.
  • the railing rods of the first railing element have a different distance from each other than the railing rods of the second railing element. So it becomes possible, the both railing elements to each other to fold until they rest in a common plane on the covering element.
  • the second and preferably also the first strut of the second railing element the outside of the second railing element extends, in which case the railing rods of the first railing element have a smaller distance from each other than the railing rods of the second railing element.
  • the struts of the second railing element may extend in the terrain level, but in this case the struts are to be attached indirectly to the balusters via Ausklinkemia explained in more detail in the figure description, which includes the inclusion of the balusters of the first railing element between the balusters of the allow second railing element.
  • the free ends of the railing rods of the first railing element have a smaller distance from each other than the hinged ends of the railing rods of the second railing element and that the hinged ends of the railing rods of the first railing element have a smaller distance from one another than the free ends of the railing rods of the second railing element.
  • the free ends of the railing rods of the first railing element can thus be bent transversely to the lining longitudinal direction outwards, so that the free ends of the railing rods of the first railing element may have approximately the same distance from each other as the free ends of the railing rods of the second railing element.
  • This design makes it possible to store the two railing elements successively in a common plane by folding over on the associated covering element, when the free ends of the railing rods of the first railing element are bent outwards so as to extend the length of the free ends of the railing rods of the first railing element connecting strut in favor of fall protection to maximize.
  • the mounting pads Since the mounting pads must be raised manually during scaffolding assembly, it is desirable to keep the weight of the mounting pads as low as possible, which is why it is provided according to a further embodiment, the balusters of the first railing element indirectly on the first end side of the covering element on the hook provided thereon to install. Thus, no additional hinge fitting is required for the articulated attachment of the first railing element to the first end face of the covering element, whereby the weight of the assembly covering according to the invention can be kept low.
  • a lift-off such as a protruding therefrom nose may be provided which is positioned so that they in the assembled state of the mounting pad below the bolt next higher scaffold level comes to rest. In the case of lifting loads thus the nose abuts against the underside of the bolt, whereby the covering element is secured at its first end against lifting loads.
  • a movable, for example tiltable or along the respective railing rod sliding hooks can be provided on the outside of the balustrade with the above-mentioned lift-off above the same, with which the first railing element can be secured in an upright position on a bolt of the scaffold plane n + 1 , whereby an unintentional folding over the railing element in the direction of the covering element is avoided.
  • a spring-loaded hook is provided on the outside of at least one railing rod of the second railing element below the hook located there a Abhebetician.
  • a spring-loaded hook is provided on the outside of at least one railing rod of the second railing element below the hook located there a Abhebetician.
  • the spring bias of this hook can be pressed when hooking the two spaced hooks of the second railing element in a bar by the same to the side to allow the hooking of the two spaced hooks of the second railing element in the bar.
  • the spring-biased hook snaps back into its initial position due to the spring bias, in which he then comes to rest below the bolt, in which the two spaced apart hooks of the second railing element are now hooked.
  • the first railing element Since in the folded state of the mounting pad the first railing element is surrounded by the second railing element and covered by its struts and thus fixed, it is sufficient to secure only the second railing element and the covering element on the locking means to each other, as this also at the same time the first railing element is secured to the covering element.
  • a third rectangular framework plane to be produced with circumferential bars, which are supported by third supports standing on the second columns, starting from the covering elements extending in the first framework plane.
  • a mechanic is forced in an advantageous manner by the assembly method according to the invention, since the bars of the third framework level are required with progressing scaffolding structure in order to be able to depend on covering elements which are to be installed in the second framework level.
  • the erection of a mounting plane in the second framework level can be carried out in the assembly method according to the invention by raising the respective first end faces of the covering elements previously installed in the first framework level while maintaining the suspension of the second end side and hooking them into a latch of the second framework level or by a bolt of the second third framework level are suspended in the second framework level. Subsequently, the respective second end faces of the covering elements previously installed in the first framework level can then be raised and suspended from a bar of the third framework level in the second framework level. The covering elements are thus alternately raised and inserted into the bars of the next higher level of the scaffold or suspended from them. The installer thus has the opportunity to trace the assembly level from the scaffold level to the scaffold level, so that there is always an assembly platform on which it can move to mount the next higher scaffolding levels.
  • the above-explained lifting and mounting of the covering elements in the second framework level can be carried out in the inventive method first from previously installed in the first framework level covering elements, whereas this must be done at the last covering element of the first framework level of a already installed in the second framework level covering element.
  • a fitter who is for mounting a first covering element on covering elements extending in the first framework level, must therefore move to a covering element previously mounted in the second framework level in order to mount the last covering element in the second framework level can.
  • the fitter is thus always on one of the covering elements, wherein he follows these covering elements with increasing construction progress upwards, which in the desired manner no overhead mounting of the coverings is required.
  • the Fig. 1 shows a mounting pad 10 according to the invention in a perspective view, which consists essentially of a covering element 12 and two articulated on the end faces 30, 32 of the covering element 12 railing elements 14, 16.
  • the covering element 12 in turn consists of a support grid 22, which has a plurality of interconnected, for example, by welding carrier tubes and which is planked on its upper side with a covering panel 24 made of wood, plastic or a composite material.
  • the first railing element 14 is essentially formed by two mutually spaced railing bars 18, 19 and two struts 25, 26 connecting these railing bars 18, 19.
  • the second railing element 16 is essentially formed by two mutually spaced railing rods 20, 21 and by two struts 27, 28 connecting these railing rods 20, 21.
  • the railing rods 18, 19 of the first railing element 14 are mounted on the first end face 30 of the covering element 12 via articulated joints, and also the railing bars 20, 21 of the second railing element 16 are attached to the second end face 32 of the covering element 12 via articulated connections.
  • the two railing elements 14, 16 are thus hinged to the opposite end faces 30, 32 of the covering element 12 and thus can pivot with respect to the covering element 12 about an axis parallel to the respective end face 30, 32 of the covering element 12 extending axis, for example on the Covering element 12 to be stored for transport, as shown in the Fig. 2 is shown.
  • the covering element 12 has at its first end face 30 two spaced-apart hooks 34, whereas the second end face 32 of the covering element 12 has no hooks.
  • the second railing element 16 in the region of the free ends of its railing rods 20, 21, two spaced-apart hooks 36, as best shown in the Fig. 2 can be removed.
  • these hooks serve 34, 36 for mounting or suspending the mounting pad 10 in the located in different planes latch of a supporting framework tower to be built.
  • the two railing elements 14, 16 according to the Fig. 2 can be stored on the covering element 12, the free ends of the railing rods 18, 19 of the first railing element 14 at a smaller distance from each other than the hinged ends of the railing rods 20, 21 of the second railing element 16.
  • the hinged ends of the balusters 18, 19 of The first railing element 14 have a smaller distance from each other than the free ends of the railing rods 20, 21 of the second railing element 16.
  • balusters 18, 19, 20, 21, unlike in the illustrated embodiment have no cranks 37, this would require only the balusters 18, 19 of the first railing element 14 a Less distance from each other than the railing rods 20, 21 of the second railing element 16th
  • the railing rods 18, 19 of the first railing element 14 in the manner shown to be provided with a transverse to the pad longitudinal direction bend 37, however, brings with it the advantage that thereby the free ends of the railing rods 18, 19 of the first railing element 14 about the same distance from each other as the free ends of the railing rods 20, 21 of the second railing element 16, whereby the longitudinal extent of the free ends of the railing rods 18, 19 of the first railing element 14 connecting first strut 25 can be maximized in favor of fall protection.
  • the second strut 28 of the second railing element 16 extends on the outside of the same, because otherwise when depositing the second railing element 16, this strut 28 with the first railing element 14 would collide.
  • the first strut 27, which connects the two free ends of the two guardrails 20, 21 with each other, on the outside of the second railing element 16 extend.
  • first strut 27 of the second railing element 16 is only indirectly attached to the free ends of the railing rods 20, 21 via corresponding Ausklinkieri 38, which allow the inclusion of the railing rods 18, 19 of the first railing element 14 (please refer Fig. 2 ).
  • the movable hook 41 is for this purpose coupled to the first strut 25 located at the free end of the first railing element 14, so that the unlocking of the movable hook 41 at the same time in a single step with the lifting of the first end face 30 of the covering element 12 via this first strut 25 can take place.
  • the railing rod 20 of the second railing member 16 is provided with a spring-biased hook 42 which is hinged to the railing rod 20 and integrally formed with the one notch 38 over which the first strut 27 is indirectly attached to the railing rod 20.
  • the strut 27 is also indirectly via a release member 38 indirectly mounted on the railing rod 21, said release member 38 may be formed without a hook against lifting loads.
  • the spring-biased hook 42 is coupled via the release member 38 to the first end of the second railing member 16 first strut 27, simultaneously with the lifting of the second end face 32 of the covering element 12 via the first strut 27 of the spring-biased hook 42 is unlocked, whereby the Unlocking and lifting of the covering element 12 can be done in a sense in a single step.
  • a first mounting pad 10 in the folded state on the at the free end of the second railing element 16th hooks hooked 36 in the front longitudinal latch 52 of the second framework level II, whereby the second end face 32 of the covering element 12 is suspended from the latch 52 of the second framework level II in the first framework level I.
  • the covering element 12 according to Fig. 5 to pivot down the pivot axis extending along the second end face 32, whereby the first end face 30 of the covering element 12 is hooked into the rear longitudinal bar 52 of the first frame plane I via the hooks 34 provided thereon.
  • the first railing element 14 deposited on the covering element 12 is then moved around the pivot axis extending along the first end face 30 of the lining element 12 Fig. 6 pivoted upward and secured via the hook 41 on the longitudinal bar 52 of the second framework level II, to which this can be raised by means of the first strut 25 and then lowered again.
  • provided on the railing rod 18 nose 40 comes to lie directly below the rear longitudinal bar 52 of the second frame level II, whereby the first end face 30 of the covering element 12 is secured against lifting loads.
  • the first mounting pad 10 After the first mounting pad 10 has been mounted in this manner, it continues to mount in the same way a second mounting pad 10, as shown in the Fig. 7 is shown.
  • the covering elements mounted in the first scaffolding plane I now have to be raised and mounted in the second scaffolding plane II.
  • the first end face 30 of the covering element 12 extending in the first frame plane I is first of all the first mounting pad 10 is raised while maintaining the suspension of the second end face 32 and hooked with the hooks 34 of the first end face 30 in the longitudinal latch 52 of the second framework level II (see Fig. 12 ).
  • the fitter located on the second mounting pad 10 pulls the first strut 25 at the free end of the first covering element 12 upwards, whereby not only the hook 41 solved but also the first end side 30 of the covering element 12 is raised.
  • the second end face 32 of the covering element 12 of the first mounting pad 10 can be raised and - Fig. 13 shown - are suspended from the front longitudinal bar 52 of the third frame level III in the second framework level II.
  • the fitter located on the second mounting pad 10 pulls the first strut 27 located at the free end of the second railing element 16 upwards, whereby not only the spring-biased hook 42 solved, but also raised the second end face 32 of the covering element 12 in the desired manner becomes.
  • the second end face 32 of the pad 12 can be suspended from the front longitudinal latch 52 of the third frame level III in the second frame level II via the hook 36 located at the free end of the second railing element 16, as in the Fig. 13 is shown.
  • the present invention now proves to be advantageous in that it forces the installer in the construction of the shoring tower to install the longitudinal and transverse bars 52, 58 of the next higher level of the scaffold in advance assembly.
  • the fitter is forced by the present invention to first assemble the bars 52, 58 of a n + 1 scaffold plane before being able to install a mounting pad 10 in the underlying scaffold plane n.
  • a fall protection in the form of the bolt of the next higher scaffold level n + 1 is present, whereby the fitter is secured against falling.
  • the installer can then mount a further scaffold plane IV, starting from the mounting plane thus generated, analogous to the procedure already explained above, as shown in FIG Fig. 16 is shown. Then, according to the procedure described above, the mounting pads 10 from the Scaffolding level II raised and mounted in the scaffolding level III, where this, the fitter can again be located either in the scaffold level II or III.
  • a further framework or bar level can be generated, in the supports 59 then stanchion heads 62 are inserted, which form the upper end of the shoring tower.
  • the installer located on a mounting level in the scaffolding level III can reach a working platform (not shown) located underneath, for example, the first mounting pad 10 according to FIG Fig. 18 be folded hanging on its second railing element 16, whereby a passage hatch is created, through which the fitter can get to the work platform underneath or on the ground.
  • the second railing element 16 is secured via the bracket 44 to the covering element 12, so that the covering element 12 can not inadvertently fold down again.
  • a fitter is thus forced in the construction of a shoring tower to install the bolt in advance assembly, which is largely due to the fact that at least one end face of the covering element must be suspended via hooks located at the free end of the associated railing element.
  • the assembly coverings can remain installed in every second framework level and serve as a work platform for a fitter.
  • a passage hatch can be created in the respective work platform in the manner previously explained, through which the fitter can get to the next work platform.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Claims (15)

  1. Plate-forme de montage (10) à utiliser lors du montage d'une tour d'échafaudage d'étaiement, avec un élément plate-forme (12), un premier élément garde-corps (14), qui est articulé sur un premier côté frontal (30) de l'élément plate-forme (12), et un deuxième élément garde-corps (16), qui est articulé sur un deuxième côté frontal (32) de l'élément plate-forme (12), sachant qu'afin d'accrocher la plate-forme de montage (10) à des poutres de la tour d'échafaudage d'étaiement à monter,
    le deuxième élément garde-corps (16) présente uniquement dans la région de son extrémité libre un crochet (36), de préférence deux crochets (36) mutuellement distants,
    et
    a) soit l'élément plate-forme (12) présente uniquement sur son premier côté frontal (30) un crochet (34), de préférence deux crochets (34) mutuellement distants,
    b) soit l'élément plate-forme (12) ne présente pas de crochets sur son premier côté frontal (30) et son deuxième côté frontal (32), et le premier élément garde-corps (14) présente uniquement dans la région de son extrémité libre un crochet, de préférence deux crochets mutuellement distants.
  2. Plate-forme de montage selon la revendication 1, caractérisée en ce que chaque élément garde-corps (14, 16) présente deux barres de garde-corps (18, 19, 20, 21) montées de manière articulée sur le côté frontal respectif (30, 32) de l'élément plate-forme (12), barres qui sont mutuellement reliées à leur extrémité libre au moyen d'une première entretoise (25, 27).
  3. Plate-forme de montage selon la revendication 1 ou 2, caractérisée en ce que les barres de garde-corps (18, 19, 20, 21) sont mutuellement reliées au moyen d'une deuxième entretoise (26, 28) distante de la première entretoise (25, 27) parallèlement à celle-ci:
  4. Plate-forme de montage selon au moins une des revendications 2 ou 3, caractérisée en ce que la deuxième entretoise (28) et de préférence également la première entretoise (27) du deuxième élément garde-corps (16) s'étendent sur le côté extérieur du deuxième élément garde-corps (16).
  5. Plate-forme de montage selon au moins une des revendications 2 à 4, caractérisée en ce que les barres de garde-corps (18, 19) du premier élément garde-corps (14) présentent une autre, notamment une plus petite distance entre elles que les barres de garde-corps (20, 21) du deuxième élément garde-corps (16), sachant que, de préférence, les extrémités libres des barres de garde-corps (18, 19) du premier élément garde-corps (14) présentent une plus petite distance entre elles que les extrémités articulées des barres de garde-corps (20, 21) du deuxième élément garde-corps (16), et que les extrémités articulées des barres de garde-corps (18, 19) du premier élément garde-corps (14) présentent une plus petite distance entre elles que les extrémités libres des barres de garde-corps (20, 21) du deuxième élément garde-corps (16).
  6. Plate-forme de montage selon au moins une des revendications 2 à 5, caractérisée en ce que les barres de garde-corps (18, 19) du premier élément garde-corps (14) sont indirectement montées sur le premier côté frontal (30) de l'élément plate-forme (12), par l'intermédiaire des crochets (34) prévus sur ce dernier.
  7. Plate-forme de montage selon au moins une des revendications 2 à 6, caractérisée en ce qu'une sécurité anti-soulèvement, de préférence un ergot (40), est prévue sur le côté extérieur d'au moins une barre de garde-corps (18) du premier élément garde-corps, et en ce que, de préférence, un crochet mobile (41) est prévu sur le côté extérieur de la barre de garde-corps (18) pourvue de la sécurité anti-soulèvement (40), au-dessus de celle-ci.
  8. Plate-forme de montage selon au moins une des revendications 2 à 7, caractérisée en ce qu'une sécurité anti-soulèvement, de préférence un crochet (42) précontraint par ressort, est prévu sur le côté extérieur d'au moins une barre de garde-corps (20) du deuxième élément garde-corps (16), au-dessous du crochet (36) qui s'y trouve.
  9. Plate-forme de montage selon au moins une des revendications 7 ou 8, caractérisée en ce que la première entretoise (25) du premier élément garde-corps (14) est accouplée au crochet mobile (41) du premier élément garde-corps (14), et/ou en ce que la première entretoise (27) du deuxième élément garde-corps (16) est accouplée au crochet (42) précontraint par ressort du deuxième élément garde-corps (16).
  10. Plate-forme de montage selon au moins une des revendications précédentes, caractérisée en ce qu'il est prévu un moyen de verrouillage (44) qui est conçu pour assujettir l'élément plate-forme (12) et le deuxième élément garde-corps (16) l'un contre l'autre dans un état replié dans lequel l'élément plate-forme (12) et le deuxième élément garde-corps (16) s'étendent parallèlement entre eux.
  11. Procédé de montage pour le montage en sécurité d'une tour d'échafaudage d'étaiement, avec les étapes suivantes :
    - production d'un premier niveau d'échafaudage (I) rectangulaire avec des poutres périphériques (52, 58) qui sont portées par des premiers montants (50) se trouvant dans les coins du premier niveau d'échafaudage (I) ;
    - production d'un deuxième niveau d'échafaudage (II) rectangulaire avec des poutres périphériques (52, 58) qui sont portées par des deuxièmes montants (59) dressés sur les premiers montants (50) ;
    - accrochage d'un premier côté frontal (30) d'au moins un élément plate-forme (12) à une poutre (52) du premier niveau d'échafaudage (I) ou décrochage du premier côté frontal (30) d'au moins un élément plate-forme (12) d'une poutre (52) du deuxième niveau d'échafaudage (II) pour passer au premier niveau d'échafaudage (I) ; et
    - décrochage du deuxième côté frontal (32), opposé au premier côté frontal (30) de l'élément plate-forme (12) au moins unique, d'une poutre (52) du deuxième niveau d'échafaudage (II) pour passer au premier niveau d'échafaudage (I).
  12. Procédé de montage selon la revendication 11, caractérisé en ce qu'un troisième niveau d'échafaudage (III) rectangulaire, avec des poutres périphériques (52, 58) qui sont portées par des troisièmes montants (59) dressés sur les deuxièmes montants (59), est créé par un monteur qui se trouve sur un élément plate-forme (12) s'étendant au premier niveau d'échafaudage (I).
  13. Procédé de montage selon la revendication 12, caractérisé en ce qu'un niveau de montage est formé au deuxième niveau d'échafaudage (II) par le fait que :
    - les premiers côtés frontaux respectifs (30) des éléments plate-forme (12) s'étendant au premier niveau d'échafaudage (I) sont, en conservant le décrochage du deuxième côté frontal (32), soulevés et accrochés à une poutre (52) du deuxième niveau d'échafaudage (II) ou décrochés d'une poutre (52) du troisième niveau d'échafaudage (III) pour passer au deuxième niveau d'échafaudage (II) ; et
    - les deuxièmes côtés frontaux respectifs (32) des éléments plate-forme (12) s'étendant au premier niveau d'échafaudage (I) sont soulevés et décrochés d'une poutre (52) du troisième niveau d'échafaudage (III) pour passer au deuxième niveau d'échafaudage (II).
  14. Procédé de montage selon la revendication 13, caractérisé en ce que les étapes selon la revendication 13 sont exécutées pour un premier élément plate-forme (12) par un monteur qui se trouve sur des éléments plate-forme (12) s'étendant au premier niveau d'échafaudage (I), et pour un élément plate-forme (12) supplémentaire par le monteur après que ce dernier se soit déplacé sur le premier élément plate-forme (12) se trouvant maintenant au deuxième niveau d'échafaudage (II).
  15. Procédé de montage selon l'une des revendications 11 à 14, caractérisé en ce que le procédé est mis en oeuvre en utilisant au moins une plate-forme de montage (10) selon l'une des revendications 1 à 10, sachant que le décrochage des premiers et/ou des deuxièmes côtés frontaux (30, 32) des éléments plate-forme (12) s'effectue par l'intermédiaire des éléments garde-corps (14, 16) articulés sur les côtés frontaux (30, 32).
EP11006517.4A 2011-08-08 2011-08-08 Plate-forme et procédé pour le montage en sécurité d'une tour d'échafaudage de soutien Active EP2557252B1 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
EP11006517.4A EP2557252B1 (fr) 2011-08-08 2011-08-08 Plate-forme et procédé pour le montage en sécurité d'une tour d'échafaudage de soutien
PL11006517.4T PL2557252T3 (pl) 2011-08-08 2011-08-08 Okładzina montażowa i sposób montażu do bezpiecznego stawiania wieży rusztowania nośnego
ES11006517T ES2570166T3 (es) 2011-08-08 2011-08-08 Cubierta y procedimiento de montaje para erigir una torre de andamio portante

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP11006517.4A EP2557252B1 (fr) 2011-08-08 2011-08-08 Plate-forme et procédé pour le montage en sécurité d'une tour d'échafaudage de soutien

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EP2557252A1 EP2557252A1 (fr) 2013-02-13
EP2557252B1 true EP2557252B1 (fr) 2016-04-20

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Publication number Priority date Publication date Assignee Title
DE102014222249A1 (de) 2014-10-31 2016-05-04 Hünnebeck GmbH Verfahren und Vorrichtung zur Montage eines Gerüstturms
DE102014222248A1 (de) 2014-10-31 2016-05-04 Hünnebeck GmbH Belag für einen Gerüstturm
DE102017218929A1 (de) * 2017-10-24 2019-04-25 Peri Gmbh Gerüstrahmen mit Klettersicherung
CN113622638A (zh) * 2021-09-16 2021-11-09 张相润 建筑施工架及建筑施工架的制造方法

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Publication number Priority date Publication date Assignee Title
GB1260309A (en) * 1968-05-07 1972-01-12 Kwikform Ltd Improvements in or relating to builders scaffolding
FR2762342B1 (fr) * 1997-04-21 1999-06-04 Sgb Comabi Dispositif pour le montage en securite des echafaudages
JP4037964B2 (ja) * 1998-08-14 2008-01-23 ジャパン スチールス インターナショナル株式会社 組立式足場台
GB0807095D0 (en) * 2008-04-18 2008-05-21 Turner Access Ltd Protection system
FR2939464B1 (fr) 2008-12-10 2018-01-05 Mills Perfectionnement aux tours d'etaiement

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EP2557252A1 (fr) 2013-02-13
ES2570166T3 (es) 2016-05-17

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