EP3491205B1 - Élément de fixation - Google Patents

Élément de fixation Download PDF

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Publication number
EP3491205B1
EP3491205B1 EP17748699.0A EP17748699A EP3491205B1 EP 3491205 B1 EP3491205 B1 EP 3491205B1 EP 17748699 A EP17748699 A EP 17748699A EP 3491205 B1 EP3491205 B1 EP 3491205B1
Authority
EP
European Patent Office
Prior art keywords
scaffolding
railing
fastening element
longitudinal axis
pole
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
EP17748699.0A
Other languages
German (de)
English (en)
Other versions
EP3491205A1 (fr
Inventor
Tobias STECK
René PRÖBSTLE
Philip ENDRISS
Jürgen ANDREE
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 SE
Original Assignee
Peri GmbH
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Filing date
Publication date
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Publication of EP3491205A1 publication Critical patent/EP3491205A1/fr
Application granted granted Critical
Publication of EP3491205B1 publication Critical patent/EP3491205B1/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
    • E04G7/00—Connections between parts of the scaffold
    • E04G7/30—Scaffolding bars or members with non-detachably fixed coupling elements
    • E04G7/34—Scaffolding bars or members with non-detachably fixed coupling elements with coupling elements using positive engagement, e.g. hooks or pins
    • 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
    • E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
    • E04G1/152—Platforms made of metal or with metal-supporting frame
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G7/00—Connections between parts of the scaffold
    • E04G7/30—Scaffolding bars or members with non-detachably fixed coupling elements
    • E04G7/302—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members
    • E04G7/303—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are only fixed at one of the bars or members to connect
    • E04G7/305—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are only fixed at one of the bars or members to connect without tying means for connecting the bars or members

Definitions

  • the invention relates to a scaffolding element with a scaffolding post and a longitudinally extending fastening element for fastening a railing to the scaffolding post, the fastening element being rigidly connected to the scaffolding post and the fastening element having a fastening element body.
  • the invention further relates to a scaffolding with such a scaffolding element and a method for, in particular preliminary, assembly or disassembly of a railing rail on or from a scaffolding post.
  • a scaffolding with a railing has become known, wherein a scaffolding post of the scaffolding has a mushroom-shaped pin which extends perpendicularly away from the scaffolding post.
  • a Y-shaped connecting link with a substantially circular opening enables the railing rail to be arranged on the pin.
  • the U.S. 2,681,834A discloses a railing, the end of which has a pivotable plate with a backdrop.
  • the guardrail is secured to a scaffolding post by pivoting the sheet metal.
  • the EP 0 234 657 A2 discloses various railings.
  • the EP 0 234 657 A2 one-piece railings with a link in which a bow-shaped securing element of a scaffolding post can be accommodated.
  • a railing rail fastening which comprises a projection that protrudes downwards when a scaffolding post is in the assembled state.
  • the projection is arranged on a U-shaped bracket.
  • the railing rail has a hole with a recess for receiving the projection, the railing rail being fastened by rotating the railing rail about the hole axis.
  • the GB 901.351A discloses a multi-part railing rail with a sliding attachment part.
  • the DE 1 559 069 A discloses the assembly of a restraining bar on a V-shaped wedge, the restraining bar having a V-shaped gate for receiving the wedge.
  • a scaffolding post has become known from which a pin extends perpendicularly in the assembled state of the scaffolding post.
  • the spigot has at least two projections pointing upwards, which prevent a scaffolding beam threaded onto the spigot from being pulled off horizontally.
  • the JP 2006 226 001 A discloses a pre-mountable railing with a hooked pin for mounting a railing rail.
  • the JP 2004 76468 A provides a moveable hook on a scaffolding post for attaching a banister to the scaffolding post.
  • the generic DE 20 2008 001 019 U1 discloses a system scaffolding with a railing that can be arranged on a semicircular mounting bracket. Both the assembly and the The railing rail can be dismantled without tools by rotating the railing rail 180° around its longitudinal axis. The railing rail can be removed from the mounting bracket by means of a continuous turning movement.
  • the DE 10 2004 005 636 A1 teaches providing an S-shaped hook on the scaffolding post for locating a railing on the scaffolding post.
  • a railing rail is fastened in summary by moving parts for locking the railing rail to a scaffold post.
  • the securing is effected by means of a connecting link of the railing rail on a pin of the scaffolding post, the unthreading of the railing rail being made more difficult either by the link guide or by the bending of the pin.
  • the object of the present invention is to provide a cost-effective solution by means of which a railing rail can be assembled or disassembled from a lower scaffolding level with simplified handling, a large passage width and at the same time high security against accidental disassembly.
  • this object is achieved by a scaffolding element according to claim 1, a scaffolding according to claim 7 and a method according to claim 11.
  • the dependent claims reflect preferred developments.
  • a scaffolding element according to claim 1 with a scaffolding post and a fastening element for fastening a railing.
  • the fastener is immovably connected to the scaffolding post and has a fastener body.
  • the fastener body is inherently rigid or immovable educated.
  • the fastener body is connected at one end directly or indirectly to the scaffold post.
  • the fastening element has a free end. The free end runs parallel to the longitudinal axis of the scaffolding standard up to ⁇ 25°.
  • a projection which is designed to protrude from the fastening element body towards the scaffolding post, prevents unintentional dismantling of the railing rail when working on the scaffolding, without further reducing the passage width of the scaffolding.
  • the railing rail Due to the free end of the fastening element body running essentially parallel to the scaffolding post, the railing rail can be threaded out upwards when the scaffolding post is in the assembled state. Overall, very simple handling of the railing rail is thereby achieved with high security of the railing rail against unintentional removal and a large passage width.
  • the free end preferably runs parallel up to ⁇ 15°, in particular parallel up to ⁇ 10°, particularly preferably parallel up to ⁇ 5°, to the longitudinal axis of the frame post.
  • the fastening element body has a particularly simple structural design and the framework element can be manufactured particularly cost-effectively as a result if the fastening element body is designed in the form of a bolt, in particular in the form of a forged part.
  • the cross section of the fastening element body is preferably designed without edges. More preferably, the fastener body has a circular or oval cross-section.
  • the fastener body is L-shaped.
  • the overall construction of the scaffolding element is large Passage width of scaffolding significantly simplified.
  • the longer, vertical portion of the L-shape includes the free end of the fastener body.
  • This section preferably transitions into the lower section of the L-shape by means of a quarter-circular section.
  • the lower section of the L-shape of the fastening element body preferably runs horizontally ⁇ 20°, in particular horizontally ⁇ 10°, particularly preferably horizontally ⁇ 5°.
  • the projection is preferably arranged or formed below the free end of the fastening element body on the fastening element body.
  • the manufacture of the framework element is simplified and the function of the fastening element is improved if, according to the invention, the projection is designed in the form of a bead, which extends radially around the fastening element body.
  • the bead preferably does not protrude beyond the fastening element body on the side of the fastening element facing away from the scaffolding post.
  • the fastener body - except for the bead - a constant cross-section.
  • the fastening element body can be welded to the scaffold post directly/in particular by stud welding.
  • the fastener may comprise a fastener plate which is connected to the fastener body on its first major side and to the scaffolding post 1 on the opposite major side, in particular by MAG welding
  • the object of the invention is further achieved by a scaffolding according to claim 7, with a scaffolding element described above and a railing.
  • the railing rail has a first through-hole at each of its two ends.
  • the first through-holes are each designed in the form of a closed link.
  • At least one first through-hole can be in the form of a slot.
  • Both first through-holes are preferably designed in the form of a slot.
  • the first two through-holes can be of identical design. As a result, a worker does not have to pay attention to the orientation of the railing when installing it or he does not have to pay attention to which end of the railing to thread in first.
  • the through-holes are preferably attached eccentrically in relation to the longitudinal axis of the scaffolding beam. As a result, the part of the fastening element body which projects away from the scaffolding post can be made shorter, so that a larger passage width is created.
  • the railing rail preferably has a second through-hole at each end.
  • the second through-holes are each designed in the form of a closed link.
  • At least one second through-hole can be in the form of a slot. Both second through-holes are preferably designed in the form of a slot. The second through-holes can be of identical design.
  • the second through-holes are particularly preferred identical to the first through-holes.
  • the through-holes at both ends of the railing are spaced the same distance from the outer edge of the railing perpendicularly to the longitudinal axis of the railing. This means that the railing rail can be mounted close to the scaffolding standard or independently of its orientation.
  • Width of a first through-hole in particular the clear width of a second through-hole, preferably the clear width of all through-holes, perpendicular to the longitudinal axis of the railing rail with a loose fit of the maximum cross-sectional width of the fastening element, in particular the maximum cross-sectional width in the area of the projection.
  • the railing rail can only be dismantled from the fastening element if it is threaded out of the fastening element in a specifically aligned manner.
  • the attachment of the railing rail is thus carried out by lowering the railing rail essentially parallel to the scaffold post and then turning the railing rail a quarter turn.
  • the handrail is removed in reverse by turning the handrail a quarter of a turn and then lifting the handrail essentially parallel to the scaffolding post.
  • a further method section or further method steps can be carried out.
  • the one-sided assembly or disassembly of the railing on the scaffolding post or from the scaffolding post is limited to the method steps a) and b) or c) and d) described above.
  • the handling of the railing rail described above is preferably carried out from a lower scaffolding level.
  • the worker is preferably in the nth scaffolding level in order to install or uninstall the safety device by the railing in the (n+1)th scaffolding level.
  • the above-described handling of the railing according to method steps a) and b) is more preferably carried out first at one end of the railing on a scaffolding post that is in the upper scaffolding level, ie. h in the (n+1)-th scaffolding level, and then at the opposite end of the guardrail at a further scaffolding standard, which is in the lower scaffolding level, ie in the nth scaffolding level, and is then assembled in the upper scaffolding level.
  • a scaffolding standard in the upper scaffolding level is dismantled and the scaffolding standard is removed to the lower scaffolding level.
  • method steps c) and d) are preferably carried out again at the other end of the railing on another scaffolding post in the upper scaffolding level.
  • Fig. 1a 12 shows part of a scaffolding 10.
  • the scaffolding 10 has a plurality of scaffolding posts 12a - 12f which are vertical when assembled.
  • the scaffolding posts 12a-12f each have a substantially horizontal mounting plate 14a - 14f .
  • the fastening plates 14a - 14f are each designed in the form of a rosette.
  • the mounting plates 14a - 14f are used to arrange further in Fig. 1a not shown scaffolding elements.
  • Two scaffolding posts 12a-12f are connected by a crossbar 16a-16c tied together. Decks can be hung in the crossbars 16a - 16c, whereby in Fig. 1a a first covering 18a and a second covering 18b are arranged between the crossbars 16a and 16b.
  • railings 20a, 20b are provided.
  • the handrails 20a, 20b can be assembled in advance, ie they can be assembled before a worker enters the scaffolding level in which the handrails 20a, 20b secure the worker from falling.
  • the railing spar 20a is shown in FIG.
  • the railing post 20b on the other hand, is already hung at one end from the lower scaffolding level on the scaffolding post 12e, which already belongs to the next higher, upper or (n+1)th scaffolding level.
  • Fig. 1b shows the further assembly of the railing spar 20b.
  • the railing rail 20b is arranged at the other end on a frame post 12g of the frame 10, which is connected to a frame post 12h via a crossbar 16d.
  • FIG. 1c shows the scaffolding 10 in a further assembled state. Accordingly, the scaffolding post 12g is slipped onto the scaffolding post 12a and the scaffolding post 12h is slipped onto the scaffolding post 12b.
  • the railing post 20b was pivoted upwards during assembly of the scaffolding posts 12g and 12h and is now already fully assembled on the scaffolding 10, even before further decking (not shown) is assembled between the crossbars 16c, 16d.
  • the scaffolding 10 according to the invention can be assembled particularly securely. However, it is also possible to remove the railing 20b on both sides of the scaffolding posts 12e and 12g if z. B. something has to be brought to the side of the frame 10 with a crane.
  • the handrail 20b is dismantled in reverse order according to the Figs. 1c-1a .
  • the railing spar 20b can thus be assembled in advance as well as dismantled in advance.
  • the in the Figs. 1a-1c The handrail 20a shown is mounted at hip height of a worker/the handrail 20b is mounted at knee height of a worker. Together with the railing rail 20a at hip height, another railing rail (not shown) can be installed in advance and dismantled in advance at knee height in the same scaffolding level. Furthermore, together with the railing rail 20b at knee height, another railing rail (not shown) can be mounted in advance and dismantled in advance at hip height in the same scaffolding level.
  • FIG. 2 shows a scaffolding element 22 with a scaffolding post 12i without a mounting plate and without a cross bar.
  • the scaffold post 12i has a longitudinal axis 24 .
  • Fastening elements 26a, 26b are arranged, in particular welded, parallel to the longitudinal axis 24 and spaced apart from one another on the frame post 12i.
  • Figure 3a shows the railing spar 20a (see Fig. 1a ) for arrangement on the fastening element 26a or 26b (see 2 ).
  • the railing rail 20a has a longitudinal axis 28 .
  • the railing spar 20a is mirror-symmetrical to a plane of symmetry that extends perpendicularly to the plane of the drawing and intersects the longitudinal axis 28 .
  • the railing spar 20a is mirror-symmetrical to a plane of symmetry that extends perpendicularly to the plane of the drawing and perpendicularly to the longitudinal axis 28 .
  • the two ends 30a, 30b of the railing 20a are mirror images of each other. A worker can therefore assemble the railing rail 20a largely independently of its orientation.
  • the end Figure 3a it can be seen that the railing rail 20a first through- holes 32a, 32b and second
  • a fastener 26a, 26b (see 2 ) can be inserted into any of the through-holes 32a, 32b, 34a, 34b.
  • Figure 3b shows an enlarged partial view of the railing spar 20a in the region of the end 30a.
  • the end Figure 3b It can be seen that the through-holes 32a, 34a are each in the form of a slot.
  • the distance A between the through-holes 32a, 34a and the respective outer edges 36a, 36b of the end 30a is the same.
  • the distance A is preferably smaller than the width B of the through-holes 32a, 34a perpendicular to the longitudinal axis 28. Due to the relatively narrow webs 38a, 38b with the width A, the handrail 20a can be positioned relatively close to the scaffolding post 12i (see 2 ) mount. This is subsequently from the Figure 4b apparent.
  • Figures 4a and 4b show the scaffolding element 22 with the railing 20a.
  • the banister is shown in a state where it was inadvertently lifted.
  • the passage width available for a worker between the fastening element 26a and the opposite side, be it a building or another railing rail or another fastening element 26d is hardly reduced.
  • the passage width becomes only reduced by the overhang V of the fastener 26a.
  • the overhang V is made up of the clear width LW and the cross-sectional width Q.
  • the shape of the fastening element 26a reduces the risk that a worker who is on the scaffolding 10 (see Figs. 1a-1c ) is located, snagging on the fastener 26ac or injuring himself is kept to a minimum.
  • a dot-dash line 40 indicates the securing position of the railing 20a.
  • the railing rail 20a can be rotated through 90° and then removed from the fastening element 26a in the direction of an arrow 44 .
  • the removal direction according to the arrow 44 runs parallel to the longitudinal axis 58 of the free end 52 of the fastening element 26a.
  • FIG. 5a 12 shows the fastener 26a and a fastener plate 46.
  • the fastener plate 46 is used to easily weld the fastener 26a to the scaffold post 12i (see FIG Figure 4a ) or to a scaffolding post 12a-12h according to the Figs. 1a-1c .
  • the fastening element plate 46 is integrally formed or welded to one side 48a or the first main side of the fastening element plate 46 on the fastening element 26a. On the opposite side 48b or the second main side of the fastening element plate 46, the fastening element plate 46 is connected to the scaffold post 12i, in particular welded.
  • Figure 5b shows a side view of the fastener 26a with the Fastener Plate 46.
  • the fastener 26a has a fastener body 50 .
  • the fastener body 50 is formed in an L-shape.
  • the fastener body 50 has the shape of a pin or bolt with a constant cross-section.
  • a free end 52 of the fastener body 50 is used to receive a through hole 32a, 32b, 34a, 34b (see Figure 3a ).
  • a projection 54 on the fastener body 50 projects toward the scaffold post 12i (see Fig Figure 4a ), to prevent unintentional unthreading of the railing spar 20a (see Figure 4a ) to avoid.
  • the projection 54 is in the form of part of a bead 56 .
  • the ridge 56 extends radially around the fastener body 50, the ridge 56 being attached to the scaffold post 12i (see Fig Figure 4a ) leading side does not protrude beyond the fastener body 50.
  • the free end 52 of the fastener body 20 has a longitudinal axis 58 that is substantially parallel to the longitudinal axis 24 (see FIG Figure 4b ) of the scaffold post 12i (see Figure 4a ) runs.
  • FIG. 4a, 4b , 5a, 5b shows that in the event of an unintentional lifting, the railing rail 20a can rotate about its longitudinal axis 28 and move along the fastening element body 50, but on contact with the bead 56 it rotates beyond 90° until the inner edge of the corresponding through-hole 32a, 32b, 34a , 34b strikes the free end of the fastening element 26a. In this position, an unintentional further lifting of the railing spar 20a and thus an unintentional loosening is not possible. The railing spar 20a is thus securely fastened to the scaffold post 12i.
  • FIG. 6 shows another embodiment of a fastener 26c.
  • the fastening element 26c corresponds to the fastening elements 26a, 26b (see 2 ), wherein no fastener plate 46 (see Figs. 5a and 5b ) is provided.
  • the fastening element 26c is bolt-welded to a scaffolding post 12a to 12i (see FIG Figs. 1a - 1c and 2 ) can be arranged, the end pointing towards the scaffold post 12a to 12i has a geometry suitable for this depending on the method selected (not shown).
  • the invention relates to a scaffolding element 22 according to claim 1, with a scaffolding post 12a-12i, wherein at least one fastening element 26a-26c is arranged or formed on the scaffolding post 12a-12i.
  • the fastener 26a - 26c includes a fastener body 50 .
  • the fastener body 50 is formed in an L-shape.
  • the free end 52 of the fastener body 50 protrudes straight up when the framework member 22 is assembled.
  • a projection 54 formed by a bead is arranged or formed on the fastening element body 50 below the free end 52, in particular in a section parallel to the longitudinal axis 24 of the scaffolding post 12a-12i.
  • the projection 54 can be part of a U-shaped bead 56 .

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Claims (14)

  1. Élément d'échafaudage (22) comportant un montant d'échafaudage (12a - 12i) et un élément de fixation (50) s'étendant longitudinalement pour la fixation d'une lisse de garde-corps (20a, 20b) sur le montant d'échafaudage (12a - 12i), l'élément de fixation (26a - 26c) étant relié rigidement au montant d'échafaudage (12a - 12i) et l'élément de fixation (26a - 26c) présentant un corps d'élément de fixation (50), l'axe longitudinal (58) de l'extrémité libre (52) du corps d'élément de fixation (50) s'étendant parallèlement jusqu'à ± 25° par rapport à l'axe longitudinal (24) du montant d'échafaudage (12a - 12i) et l'élément de fixation (26a - 26c) présentant sur le corps d'élément de fixation (50) une saillie (54) en direction du montant d'échafaudage (12a - 12i), formée par un bourrelet (56), le bourrelet (56) s'étendant radialement au moins sur certaines parties autour du corps d'élément de fixation (50), caractérisé en ce que le corps d'élément de fixation (50) est réalisé en forme de L.
  2. Élément d'échafaudage selon la revendication 1, dans lequel une partie verticale plus longue de la forme en L, qui comprend l'extrémité libre (52) du corps d'élément de fixation (50), se transforme, par une partie inférieure de la forme en L, en une partie en forme de quart de cercle.
  3. Élément d'échafaudage selon la revendication 1 ou 2, dans lequel le bourrelet (56) ne dépasse pas du corps d'élément de fixation (50) sur le côté de l'élément de fixation (26a - 26c) opposé au montant d'échafaudage (12a - 12i).
  4. Élément d'échafaudage selon l'une des revendications précédentes, dans lequel le corps d'élément de fixation (50) présente, à l'exception du bourrelet (56), une section transversale constante.
  5. Élément d'échafaudage selon l'une des revendications 1 à 4, dans lequel le corps d'élément de fixation (50) est directement soudé au montant d'échafaudage (12a - 12i).
  6. Élément d'échafaudage selon l'une des revendications 1 à 4, dans lequel l'élément d'échafaudage (12a - 12i) présente une plaque d'élément de fixation (46) qui est reliée au corps d'élément de fixation (50) sur une face (48a) et soudée au montant d'échafaudage (12a - 12i) sur la face opposée (48b).
  7. Échafaudage (10) comprenant un élément d'échafaudage (22) selon l'une des revendications précédentes et une lisse de garde-corps (20a, 20b), la lisse de garde-corps (20a, 20b) présentant à chaque extrémité un premier évidement traversant (32a, 32b) fermé radialement sur tout le pourtour sous la forme d'un trou oblong destiné à recevoir un élément de fixation (26a - 26c).
  8. Échafaudage selon la revendication 7, dans lequel la lisse de garde-corps (20a, 20b) présente à chaque extrémité un deuxième évidement traversant (34a, 34b) fermé radialement sur tout le pourtour sous la forme d'un trou oblong destiné à recevoir un élément de fixation (26a - 26c).
  9. Échafaudage selon la revendication 7 ou 8, dans lequel les évidements traversants (32a, 32b, 34a, 34b) aux deux extrémités de la lisse de garde-corps (20a, 20b) sont chaque fois situés à la même distance du bord extérieur (36a, 36b) de la lisse de garde-corps (20a, 20b) perpendiculairement à l'axe longitudinal (28) de la lisse de garde-corps (20a, 20b).
  10. Échafaudage selon l'une des revendications 7 à 9, dans lequel la largeur libre (B) du premier évidement traversant (32a, 32b) perpendiculairement à l'axe longitudinal (28) de la lisse de garde-corps (20a, 20b) correspond, avec un ajustement avec jeu, à la largeur de section transversale maximale (Q) de l'élément de fixation (26a - 26c).
  11. Procédé de manipulation d'un échafaudage (10) comportant une lisse de garde-corps (20a, 20b), comprenant les étapes de procédé suivantes :
    A) pour le montage de la lisse de garde-corps (20a, 20b) :
    a) introduction de la lisse de garde-corps (20a, 20b) en déplaçant une extrémité (30a, 30b) de la lisse de garde-corps (20a, 20b) parallèlement jusqu'à ± 25° par rapport à l'axe longitudinal (24) du montant d'échafaudage (12a - 12i) de l'élément d'échafaudage (22) selon l'une des revendications 1 à 6 ;
    b) rotation de la lisse de garde-corps (20a, 20b) dans sa position bloquée autour de l'axe longitudinal (28) de la lisse de garde-corps (20a, 20b) de 90° ± 10° ou parallèlement à l'axe longitudinal (28) de la lisse de garde-corps (20a, 20b) de 90° ± 10° ;
    ou
    B) pour le démontage de la lisse de garde-corps (20a, 20b) :
    c) rotation de la lisse de garde-corps (20a, 20b) à partir de sa position bloquée autour de l'axe longitudinal (28) de la lisse de garde-corps (20a, 20b) de 90° ± 10° ou parallèlement à l'axe longitudinal (28) de la lisse de garde-corps (20a, 20b) de 90° ± 10° ;
    d) puis enlèvement de la lisse de garde-corps (20a, 20b) par déplacement d'une extrémité (30a, 30b) de la lisse de garde-corps (20a, 20b) parallèlement jusqu'à ± 25° par rapport à l'axe longitudinal (24) du montant d'échafaudage (12a - 12i) de l'élément d'échafaudage (22) selon l'une des revendications 1 à 6.
  12. Procédé selon la revendication 11, dans lequel les étapes de procédé a) et b), ou c) et d) sont exécutées depuis un niveau d'échafaudage inférieur.
  13. Procédé selon la revendication 12, dans lequel, avant l'exécution des étapes de procédé c) et d), on procède au démontage du montant d'échafaudage (12a - 12i) à partir d'un niveau d'échafaudage supérieur et à l'enlèvement du montant d'échafaudage (12a - 12i) au niveau d'échafaudage inférieur, dans lequel, après l'exécution des étapes de procédé c) et d) sur le montant d'échafaudage (12a - 12i), les étapes de procédé c) et d) sont exécutées à l'autre extrémité de la lisse de garde-corps (20a, 20b) sur un autre montant d'échafaudage (12a - 12i).
  14. Procédé selon la revendication 12, dans lequel, après l'exécution des étapes de procédé a) et b) à une extrémité (30a, 30b) de la lisse de garde-corps (20a, 20b) sur le montant d'échafaudage (12a - 12i) qui se trouve au niveau d'échafaudage supérieur, les étapes de procédé a) et b) sont à nouveau exécutées à l'extrémité opposée (30a, 30b) de la lisse de garde-corps (20a, 20b) sur un autre montant d'échafaudage (12a - 12i) qui se trouve au niveau d'échafaudage inférieur et qui est ensuite monté au niveau d'échafaudage supérieur.
EP17748699.0A 2016-07-27 2017-07-26 Élément de fixation Active EP3491205B1 (fr)

Applications Claiming Priority (2)

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DE102016213773.5A DE102016213773A1 (de) 2016-07-27 2016-07-27 Befestigungselement
PCT/EP2017/068867 WO2018019877A1 (fr) 2016-07-27 2017-07-26 Élément de fixation

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EP3491205B1 true EP3491205B1 (fr) 2022-03-23

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EP (1) EP3491205B1 (fr)
AU (1) AU2017301998B2 (fr)
CA (1) CA3031706A1 (fr)
DE (2) DE102016213773A1 (fr)
ES (1) ES2919550T3 (fr)
PL (1) PL3491205T3 (fr)
WO (1) WO2018019877A1 (fr)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
PL3772559T3 (pl) * 2019-08-05 2024-04-22 Sistemas Técnicos De Encofrados, S.A. System kotwienia ze stężeniem ukośnym i rozpórką szalunkową
DE102021109947A1 (de) 2021-04-20 2022-10-20 Peri Se Geländerholm, Gerüst, Verfahren zum Errichten eines Gerüsts sowie Verwendung eines Geländerholms in einem Gerüst
DE102021133941A1 (de) 2021-12-20 2023-06-22 Wilhelm Layher Verwaltungs-Gmbh Anordnung von gerüstbauteilen und verfahren zur montage einer derartigen anordnung
DE102022126678A1 (de) * 2022-10-13 2024-04-18 Peri Se Befestigungsvorrichtung zur Befestigung eines Gerüstelementes
DE102023200680A1 (de) 2023-01-27 2024-08-01 Peri Se Gerüstsystem mit einem Geländerholm zur längsseitigen Absturzsicherung

Family Cites Families (37)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US561263A (en) * 1896-06-02 Georg lucas
USRE25053E (en) * 1961-10-17 Releasable metal scaffolding connector
US2681834A (en) 1951-10-15 1954-06-22 Howard R Benson Collapsible scaffold and lock therefor
US2841452A (en) * 1953-02-24 1958-07-01 Patent Scaffolding Co Inc Automatic brace locks for sectional scaffolding
US2726902A (en) * 1953-08-10 1955-12-13 Patent Scaffolding Co Inc Automatic locks for sectional scaffolding
US2891820A (en) * 1956-11-23 1959-06-23 Automatic Devices Inc Scaffold structure
US2808298A (en) * 1956-12-26 1957-10-01 Patent Scaffolding Co Inc Brace locks
GB901351A (en) 1957-11-16 1962-07-18 John Burton Improvements in or relating to scaffolding systems for use in building construction and the like
GB1025802A (en) 1963-03-19 1966-04-14 Mabey & Merry Johnson Ltd Improvements relating to frameworks
DE1559069A1 (de) 1965-06-10 1969-09-11 Karl Sikler & Sohn Geruestkupplung
US3458222A (en) * 1967-07-03 1969-07-29 Marvel Equipment Corp Releasable metal scaffolding connector
GB1242224A (en) 1967-12-09 1971-08-11 Mills Scaffold Co Ltd Improvements in or relating to builders scaffolding
US3676972A (en) * 1969-08-01 1972-07-18 Clayton R Ballou Shoring structure
US3867043A (en) * 1973-11-29 1975-02-18 Symons Corp Brace lock assembly for scaffolding
DE7411957U (de) * 1974-04-05 1974-07-11 Thyssen Roehrenhandel Gmbh Zerlegbares geruest
US4493394A (en) * 1982-05-24 1985-01-15 Figgie International Inc. Brace lock for scaffolding
NL8600407A (nl) 1986-02-18 1987-09-16 Petrus Johannes Lambertus De L Systeemsteiger.
DE8711664U1 (de) 1987-08-28 1987-12-03 Grund, Gerhard, 4132 Kamp-Lintfort Gerüst, insbesondere Baugerüst
US5125477A (en) * 1990-12-20 1992-06-30 F. W. Jordan & Sons, Inc. Scaffolding guard rail post
US5145030A (en) * 1991-09-11 1992-09-08 Waco International Corporation Guard rail post
US5112155A (en) * 1991-11-04 1992-05-12 Jackson George W Connector for assembling components of scaffolding
US5154256A (en) * 1991-12-24 1992-10-13 Aluma Systems Corp. Scaffold guard post and lock
US5386961A (en) * 1993-04-26 1995-02-07 Interseng Hardware Company L.T.D. Multi-directional mounting unit for mounting a bicycle lock on a tubular frame
DE19655284B4 (de) 1996-08-16 2008-01-24 Peri Gmbh Zerlegbares Fassadengerüst
US6006862A (en) 1997-04-07 1999-12-28 Palmer; John Temporary guard rail assembly for scaffolding
CA2385380A1 (fr) 2001-05-31 2002-11-30 Tatsuo Ono Methode d'installation de main courante pour echafaudage a chevalets
JP4011436B2 (ja) 2002-08-21 2007-11-21 辰雄 小野 手摺取付装置および手摺支柱
ES2209644B1 (es) 2002-12-02 2005-10-16 Ingenieria De Encofrados Y Servicios, S.L. Andamio de fachada.
DE102004055394A1 (de) * 2003-11-28 2005-07-07 Müller & Baum GmbH & Co.KG Baugerüst, Geländereinrichtung eines Baugerüstes sowie Verbindungsanordnung für eine Geländereinrichtung eines Baugerüstes
DE102004005636A1 (de) 2004-02-04 2005-08-25 Hünnebeck GmbH Befestigungselement insbesondere für ein Baugerüst
ATE426717T1 (de) * 2004-06-18 2009-04-15 Safestand Ltd Tragarm fur leiter
JP4704766B2 (ja) 2005-02-18 2011-06-22 日鐵住金建材株式会社 先行手摺枠及び枠組足場を形成する方法
FR2926575B1 (fr) * 2008-01-22 2012-01-06 Tubesca Procede de montage et demontage en securite d'un echafaudage roulant, lisses de montage de securite utilisees et echafaudage obtenu
DE202008001019U1 (de) 2008-01-24 2008-04-17 Rux Gmbh Vorrichtung zur Anordnung von Streben an Gerüstständern
JP4909291B2 (ja) * 2008-01-28 2012-04-04 日鐵住金建材株式会社 足場用建枠
DE102014224002A1 (de) 2014-11-25 2016-05-25 Peri Gmbh Geländerholm und Gerüst mit einem Geländerholm
US10624442B2 (en) * 2017-11-22 2020-04-21 Edge-Works Manufacturing Company Adjustable holder

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US20210285242A1 (en) 2021-09-16
AU2017301998A9 (en) 2019-08-08
CA3031706A1 (fr) 2018-02-01
DE202017007044U1 (de) 2019-05-13
US11761218B2 (en) 2023-09-19
DE102016213773A1 (de) 2018-02-01
PL3491205T3 (pl) 2022-07-18
EP3491205A1 (fr) 2019-06-05
WO2018019877A1 (fr) 2018-02-01
ES2919550T3 (es) 2022-07-27
AU2017301998B2 (en) 2023-04-13
WO2018019877A9 (fr) 2019-07-11
AU2017301998A1 (en) 2019-02-07

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