EP1571275B1 - Dispositif pour le montage d'un garde-corps provisoire d'échafaudage - Google Patents

Dispositif pour le montage d'un garde-corps provisoire d'échafaudage Download PDF

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Publication number
EP1571275B1
EP1571275B1 EP05001870.4A EP05001870A EP1571275B1 EP 1571275 B1 EP1571275 B1 EP 1571275B1 EP 05001870 A EP05001870 A EP 05001870A EP 1571275 B1 EP1571275 B1 EP 1571275B1
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EP
European Patent Office
Prior art keywords
connection device
railing
connection
scaffolding
rail
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Active
Application number
EP05001870.4A
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German (de)
English (en)
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EP1571275A2 (fr
EP1571275A3 (fr
EP1571275A8 (fr
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Wilhelm Layher Verwaltungs GmbH
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Wilhelm Layher Verwaltungs GmbH
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Publication of EP1571275A2 publication Critical patent/EP1571275A2/fr
Publication of EP1571275A8 publication Critical patent/EP1571275A8/fr
Publication of EP1571275A3 publication Critical patent/EP1571275A3/fr
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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
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/14—Railings
    • E04G5/142—Railings extensible or telescopic
    • 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 present invention relates to a device for a scaffold with scaffoldings with vertical stems, bars, coverings and railing spars for mounting a required temporary railing rail from an existing scaffolding for a still to be created, about to be mounted scaffolding with a front connectable to a vertical handle of the existing scaffolding days
  • Railing support having a first connection device, a second connection device, a third connection device wherein the first connection device is arranged in the upper end region of the framework support and serves to connect the temporary railing spar, the third connection device is designed so that it in the region of the connection of the mounted railing spar to the mounted vertical stem of the existing floor is detachably connectable and the distance between the third connection device and the first connection device is selected so that s the temporary railing spar is connected to the third connection device at a predetermined height level with respect to the still to be created Gerüstage, the second connection device between the first and third connection means for releasable connection to the vertical stem is positioned, means for releasably locking the second and third
  • Such devices are also called leading fuses or leading railings.
  • the individual scaffoldings are assembled from system components.
  • the assembly process is carried out from bottom to top.
  • the bars, the coverings, the railing spars and possibly the diagonals are mounted per floor, the covering can be hung for the above to be mounted floor first.
  • the installer reaches the newly created floor, it must be ensured that already in this state certain security elements are present, which provide a stop for him.
  • the above-mentioned scaffolding systems use leading guardrails. That is, when the fitter reaches the "new" floor, at least railing posts are available to which he can attach a railing spar. However, this railing must be mounted and dismantled at each level.
  • Scaffolding systems are known in which frames are used to replace the railings and diagonals. After mounting such a frame, the upper horizontal bar already forms the railing for the still to be mounted scaffolding days.
  • the frame construction itself is part of the framework.
  • Another embodiment is known in which a frame is likewise used whose upper horizontal bar forms the leading railing. This frame is hung during installation in two already mounted railing spars and must then be added floor by floor to ensure an anticipatory railing. Both frame structures are relatively bulky, heavy and therefore expensive to assemble. In any case, several fitters must be used during assembly or disassembly.
  • the present invention has the object or the technical problem of specifying a device of the type mentioned, which allows in a simple manner a mounting of a leading railing from an existing floor for a floor to create about it, which can significantly reduce the assembly costs for providing the leading railing and can be produced economically.
  • the invention is further the technical problem or the object of specifying a device of the type mentioned above, which can be mounted and offset by a fitter without claiming the telescoping of the temporary railing spar during the locking or releasing process.
  • the device according to the invention of the type mentioned in the introduction is accordingly characterized in that the second and third connection devices have a U-shaped receiving region which is open towards the vertical axis and the means for releasable locking have a lever element which is under the action of an elastic element, the U-shaped receiving area narrows or releases for releasing, so that the second and the third connection device can be detachably connected to the vertical post in a movable manner from the front, that is perpendicular to the level that can be arranged adjacent to the scaffold and the temporary railing spar; wherein the lever element is designed to be rotatable about an axis of rotation and the means for releasably locking have a cable connected to the rotary profile and to the lever element, wherein by rotation of the Handle the lever element against the action of the elastic member is rotatable.
  • a particularly preferred embodiment which also ensures high connection stiffnesses in addition to economic manufacturability, is characterized in that the second and the third connection device have two parallel spaced projection profiles with the U-shaped receiving area open to the front, web profiles are arranged between the projection profiles and the lever element is arranged with the cable between the projection profiles.
  • the device according to the invention is characterized in that a fourth connection device is provided, which is designed as a projection unit whose free Stirnend Scheme in the assembled state of the railing support at least partially outside abuts the mounted vertical stem, a particularly advantageous development is characterized in that the fourth connection device has two spaced-apart abutment protrusions which, in the mounted state, abut in each case on the inside of the mounted framework in the connection region and thereby form an anti-twist device.
  • a particularly advantageous embodiment which is easy to assemble and allows high connection stiffnesses in the region of the leading railing, is characterized in that the second connection device and the third connection device have an abutment cross-sectional contour region which in the assembled state bears against the outer contour of the mounted vertical post in a form-fitting manner ,
  • the invention further relates to an auxiliary scaffold device as a temporary railing for a scaffold with scaffoldings with vertical stems, bars, coverings and railing spars for mounting a required temporary railing rail from an existing scaffolding for a yet to be created, about to be mounted scaffolding days, which is characterized in that the auxiliary scaffold device has at least two devices of the type described above connected to spaced-apart vertical stems with at least one telescoping railing spar detachably connected to the respective railing support via the first connection device.
  • connection device Due to the structural design and positioning of the connection device, a simple assembly of a leading railing can be implemented without problems, without the need for a change in the design of the existing series frame components.
  • the device is possible without changing the construction in known scaffolding systems (for example Layher flash and Layher Allround scaffolding system).
  • FIGS. 1 . 5-7 . 9 . 11 . 13 The Figures 2-4 . 8th . 10 . 12 . 14 show Aus requirementsungsformen that are not part of the invention.
  • FIG. 1 schematically a section of a scaffold in a perspective view is shown, in which already two scaffoldings 49, 50 are already mounted.
  • Each scaffolding days 49, 50 of the field length L1 is composed of system scaffolding components, namely from each left and right vertical stems 26 or vertical frame, an interposed, connected to the vertical stems 26 left and right railing rail 24, not shown longitudinal bars and one between each two Handrail stalks 26 vertical to the leaf level of FIG. 1 arranged cross members hinged lower deck 54.
  • an upper decking 56 is connected and the next floor 52 to be created can be mounted. In this state, no security elements are initially present on the scaffolding 52 to be created.
  • FIG. 1 illustrated device 10 in an embodiment variant, made available, which are made of two railing supports 12 which are connectable to the already mounted vertical stem 26, and a telescoping railing rail 22 arranged therebetween.
  • the rail supports 12 in perspective according to FIG. 1 are located immediately in front of the vertical stems 26, that is, on the observer facing front side of the vertical stems 26th
  • the in the FIG. 2 illustrated railing support 200 has a continuous from top to bottom round tube profile 13. extending from top to bottom, the railing support 200 has a first, second and third connection means 14, 90, 100 on.
  • the first connection device 14 serves to connect the railing rail 22.
  • the second and third connection device 90, 100 serves to connect to the already mounted vertical rail of a scaffold assembly 50.
  • the first connection device 14 arranged in the upper end region is in Fig. 3 shown in more detail.
  • a projection unit 30 Perpendicular to the longitudinal direction of the round tube 13, a projection unit 30 is formed, at the free end portion of a rotatable tilting pin 32 is connected, which is transverse to the projection unit 30 under the action of its own weight.
  • a simple connection of a telescopic railing rail 22 is ensured by the fact that in each case a continuous recess is arranged in its end, the inner diameter is selected so that the railing rail 22 can be pushed onto the projection unit 30. After pushing the tilting pin 32 locks the connection position of the railing rail 22 automatically.
  • the second connection device 90 is in FIGS. 5 and 6 shown in more detail.
  • the second connection device 90 has two formed as plate-shaped profiles projection profiles 146 which are arranged spaced apart in parallel, wherein arranged between the projection profiles 146 web profiles 148 of appropriate distance is formed.
  • the projection profiles 146 each have a forwardly open U-shaped receiving region 114, which forms a part-circular inner contour for receiving the vertical stem 26 in its inner region.
  • a lever element 118 rotatable about an axis of rotation 119 is arranged, which is under the action of an elastic element 116, which is designed as a spring element in the exemplary embodiment.
  • the lever element 118 projects regionally into the U-shaped receiving region 114, so that an inserted vertical stem 26 is reliably locked.
  • a cable 126 is articulated, which is fastened simultaneously to a rotary profile 124, wherein the rotary profile 124 is rotatably mounted within the railing support 200.
  • the rotary profile 124 is rotatably mounted about an axis of rotation 128, which runs parallel to the longitudinal axis of the railing support 200.
  • the rotary profile 124 itself is guided continuously within the railing support 200 and has at the upper and lower end portion designed as a handle 122 handle, can be acted upon by the rotation of the rotational position of the lever member 118.
  • a spacing element 152 is arranged for spacing, which in the exemplary embodiment is designed like a bolt.
  • the rotary profile 124 is rotated about its longitudinal axis 128, wherein the cable 126 partially wound around the outer contour of the rotary profile 124.
  • the lever element 118 is simultaneously rotated about its axis of rotation 119 and releases the entire receiving region 114.
  • the second connection device 90 can be easily pushed from the front onto the respective vertical handle 26.
  • the handle 122 is released, whereby due to the action of the elastic member 116, the lever member 118 performs a counter to the rotational direction D extending partial rotational movement and fixed as a result, the inserted vertical stem 26.
  • Fig. 9 is an upper portion of the railing support 200, 300 shown, in which on the rotary profile 124, a handle 122 is attached.
  • a handle 122 On the railing support 200, 300 are two vertical stop members 154 radially spaced exist and on the rotary profile 124 a transverse stop pin 156 is arranged, which limits the rotational movement D of the handle 122.
  • FIG. 10a, b, c shows schematically in a side view the installation of a leading railing by means of a railing support 200 according to Fig. 2 .
  • the railing support 200 is according to Fig. 10a initially suspended from above via the third connection device 100, which is designed as a suspension and contact unit, in the area of the existing railing rail 24.
  • the railing support 200 moves in the direction of the arrow D2 from the front onto the vertical vertical post 26 of the railing, until then the second connection device 90 locks the vertical post 26 in a form-fitting manner ( Fig. 10c ).
  • the vertical support and thus the leading railing is detachably mounted.
  • a transfer of the railing support 200 can be accomplished in a simple manner by first the connection with the vertical handle 26 is released via the handle 122 and then the railing support 200 is then moved up one floor up.
  • the height level of the railing post 12 when connected to the vertical post 26 support 12 and thus the height level H of the temporary railing rail 22 is determined by the position of the third terminal device 100.
  • the third connection device 100 is connected to the mounted vertical post 26 in the region of the connection of the mounted railing rail 24. This position is specified in the respective scaffolding system.
  • the second connection device 90 is arranged in the longitudinal direction of the railing support 12 at a distance A2 (FIG. FIG. 2 ), which ensures that the second connection device 90 below the upper pad 56 (see FIG. 1 ) can be connected to the vertical stem 26 of the existing scaffolding 50 days.
  • the distance A3 of the fourth connection device 110 to the third connection device 100 is determined according to which the fourth connection device 110 comes to rest below the already mounted railing rail 24 with the vertical shaft 26.
  • the distance A4 of the first connection device 14 to the third connection device 100 is selected so that the railing rail 22 as part of the leading railing with mounted railing support 12 at a height level H (see FIG. 1 ) is disposed above the upper deck 56, which complies with the safety regulations.
  • a covering 54 is mounted on the upper side and the device 10, consisting of two railing supports 12 and the telescopic handrail 22, created on the ground.
  • the device 10 can be connected on both sides of the floor 49.
  • the third connection device 18 is suspended in the region of the connection of the already mounted railing rail 24 on the vertical stem 26 and the second connection device 16 is connected by means of a wedge on the vertical stem 26. This is done on both sides of the lowest equipment days 49.
  • FIG. 1 represented by the railing support 12 shown in dashed lines on the right and the railing support 12 shown in solid lines on the left.
  • a temporary railing rail 22 with rail supports 12 is already present for the fitter, who then has to work on the level N1.
  • FIG. 1 solves the fitter at the level N1 fitter, the second connection device 90 of in FIG. 1 right vertical stem 26. This is therefore possible from the level N1, since the second terminal device 90 is connected to the vertical stem 26 immediately below the level N1.
  • the railing rail 22 With the telescopic railing rail 22, the use of the device 10 on scaffolding days with different field widths is easily possible. To ensure an anticipatory railing in the course of ongoing assembly only the railing posts 12 must be implemented, the railing rail 22 remains mounted on the railing post 22.
  • FIG. 2 a second variant of a railing support 200 is shown, which is particularly suitable to be used in a known Layher flash scaffolding system.
  • a first connection device 14 is present, which, as in the railing support 12 according to FIG. 2 is designed as a tilting pin 32 which is connected via a cantilever element 30 directly to the outer wall of the round tube 13.
  • connection devices 100,110 are connected via cantilevers 104, wherein both connection devices 100,110 are integrally formed. Both devices 100, 110 have, viewed in a top view, a U-shaped cross-sectional contour, wherein the web is semicircular and represents a bearing cross-sectional contour region 120 for the assembled vertical stem 26 of the framework.
  • the third connection device 100 has two downwardly pointing (inclination approx. 45 ° (old)) flap regions 102, wherein the geometry of the fourth connection device 110 is designed so that, due to the dead weight of the railing support 200, these are mounted when the third connection device 100 is mounted Railing spar 24 of the existing scaffold automatically brings in a clamping vertical mounting position.
  • the fourth connection device 110 has two forwardly facing, parallel spaced abutment protrusions 112, which in the mounted state beyond the mounted vertical stem 26 of the scaffold and additionally form an anti-rotation, as they rest respectively on the inside of the existing connection structure for railing spars 24 of the existing scaffold.
  • the assembled state of the railing support 200 is in FIG. 8 presented in a detail perspective.
  • the inclined tab portions 102 of the third connection device 100 engage over the mounted railing spars 24 of the existing stand.
  • the railing spars 24 are connected to the mounted vertical handle 26 of the existing scaffolding via a so-called railing box 108.
  • the abutment protrusions 112 of the fourth connection device 110 rest on the side of the railing box 108, so that a total security against rotation of the railing support 200 is provided.
  • a second connection device 90 is connected to the round tube 13 via a projection unit 92.
  • a Häfungs Scheme 94 is connected, which seen in a plan view has a semi-circular cross-section.
  • a downwardly open slot 96 is present in the free end region of the semicircular Stromgreifungs Kunststoffes 94 .
  • FIG. 7 presented in a detail perspective.
  • a gusset plate 98 is welded in the upper corner to form a frame with a cross member 27.
  • a recess 25 is present.
  • the free end portion of the Hintergreifungs Schemees 94 of the second connection device 90 is inserted from above and attached via the slot 96 on the gusset plate 98.
  • the Hintergreifungs Scheme 94 94 partially encompasses positively the outer contour of the mounted vertical stem 26. Overall, there is a good positive connection that ensures a reliable function and yet can be easily assembled or disassembled.
  • FIG. 12 is a detailed perspective view of an intermediate mounting state of a leading railing using the railing post according to FIG. 11 represented over two framework fields.
  • the basic framework is formed by the well-known Layher Allround scaffolding system. There are already two scaffoldings 50, 49 mounted. For the still to be assembled scaffolding 52 a railing is to be provided, which is to be mounted from the upper existing floor 50.
  • the right hand railing support 300 is still connected to the lower vertical stem 26.1.
  • the left handrail support 300 is already connected on the upper side to the left upper vertical handle 26.1.
  • the second connection device 90 is mounted on the uppermost rosette 162 of the vertical stem.
  • the third connection device 90 ' is mounted on the rosette 162 of the vertical shaft 26.1 arranged at a spacing below it in the spacing R.
  • middle railing support 300 is already shown schematically solved by the vertical stem 26.1.
  • the railing rail 22 to be mounted can be brought to the height level H for the left scaffolding field.
  • the railing rail 22 must not be solved, since due to its telescopability, a change in length during the assembly process is easily possible.
  • FIG. 14 shows the same mounting condition for the railing support 200 according to FIG. 2 , Wherein the known Layher flash scaffold system is used as the basic scaffold system.
  • the third connection device 100 is hooked in the connection region of an already mounted railing rail 24 to the vertical support 26 with its oblique flap portions 102, wherein at the same time the second connection device 90 is struck by positive engagement.
  • the abutment protrusions 112 of the fourth connection device 110 surround the connection area arranged in the connection box for the mounted railing spars 24, so that an anti-rotation of the railing support 200 is ensured in the mounted state.

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

Claims (4)

  1. Dispositif destiné à un échafaudage constitué d'étages (49, 50, 52) munis de poteaux verticaux (26), de verrous, de planchers (54) et de garde-corps (24), en vue du montage, à partir d'un étage existant (50) de l'échafaudage, d'un garde-corps (22) à présence provisoire requis pour un étage (52) dudit échafaudage devant être créé et monté à un niveau supérieur, comprenant
    - un étai (12, 200, 300) de garde-corps, pouvant être rattaché frontalement à un poteau vertical (26) de l'étage existant (50) de l'échafaudage et comportant
    - un premier système de rattachement (14),
    - un deuxième système de rattachement (90),
    - un troisième système de rattachement (90'),
    sachant que
    - ledit premier système de rattachement (14) est disposé dans la région supérieure de l'étai (12, 200, 300) de garde-corps, et sert à rattacher le garde-corps provisoire (22),
    - ledit troisième système de rattachement (90') est réalisé de façon telle qu'il puisse être rattaché amoviblement au poteau vertical monté (20) de l'étage existant (50), dans la région du rattachement du garde-corps monté (24), la distance (A4), entre ledit troisième système de rattachement (90') et le premier système de rattachement (14), étant choisie de manière que le garde-corps provisoire (22) se trouve, à l'état rattaché dudit troisième système de rattachement (90'), à un niveau en hauteur (H) préétabli par rapport à l'étage (52) de l'échafaudage qui doit être créé,
    - ledit deuxième système de rattachement (90) est interposé entre lesdits premier et troisième systèmes de rattachement (14, 90'), en vue du rattachement amovible au poteau vertical (26),
    - des moyens sont présents pour arrêter lesdits deuxième et troisième (90') systèmes de rattachement, de manière libérable,
    - des moyens présents pour actionner lesdits moyens d'arrêt libérable comportent, dans la (les) régions(s) extrême(s) supérieure et/ou inférieure de l'étai (12, 200, 300) de garde-corps, un élément de prise en main se présentant notamment comme une poignée (122), et un profilage rotatif (124) rattaché audit élément de prise en main et monté à rotation autour d'un axe de rotation (128), à l'intérieur dudit étai (12, 200, 300) de garde-corps,
    - caractérisé par le fait que
    - les deuxième et troisième systèmes de rattachement (90, 90') présentent une zone réceptrice (114) configurée en U et ouverte vers l'avant, c'est-à-dire perpendiculairement à l'axe de rotation (128), et les moyens d'arrêt libérable comportent un élément (118) à effet de levier, soumis à l'action d'un élément élastique (116) et provoquant, respectivement, un resserrement de ladite zone réceptrice (114) configurée en U, en vue de l'arrêt, ou sa libération en vue de la dissociation, de telle sorte que lesdits deuxième et troisième systèmes de rattachement (90, 90') puissent être rattachés amoviblement au poteau vertical (26) avec mobilité depuis l'avant, c'est-à-dire perpendiculairement au plan formé par le garde-corps provisoire (22) et par l'étai (12, 200, 300) de garde-corps pouvant être disposé au voisinage de l'échafaudage, sachant que
    - ledit élément (118) à effet de levier est réalisé avec aptitude rotatoire autour d'un axe de rotation (119), et que
    - lesdits moyens d'arrêt libérable comportent un câble de traction (126) rattaché au profilage rotatif (124) et audit élément (118) à effet de levier, une rotation de l'élément (122) de prise en main permettant de faire tourner ledit élément (118) à effet de levier, en opposition à l'action de l'élément élastique (116).
  2. Dispositif selon la revendication 1,
    - caractérisé par le fait que
    - les deuxième et troisième systèmes de rattachement (90, 90') comportent deux profilages (146) en saillie, disposés parallèlement à distance, présentant la zone réceptrice (114) configurée en U et ouverte vers l'avant,
    - des profilages d'armature (148) sont interposés entre lesdits profilages (146) en saillie, et
    - l'élément (118) à effet de levier est placé entre lesdits profilages (146) en saillie, conjointement au câble de traction (126).
  3. Dispositif selon la revendication 1 ou 2,
    - caractérisé par le fait que
    - le deuxième système de rattachement (90) et le troisième système de rattachement (90') présentent une région à section transversale de contact profilée qui, à l'état monté, est en applique contre le profil extérieur du poteau vertical monté (26), par zones, avec complémentarité de formes.
  4. Dispositif d'ossature auxiliaire remplissant la fonction d'un garde-corps provisoire dévolu à un échafaudage constitué d'étages (49, 50, 52) munis de poteaux verticaux (26), de verrous, de planchers (54) et de garde-corps (24), en vue du montage, à partir d'un étage existant (50) de l'échafaudage, d'un garde-corps (22) à présence provisoire requis pour un étage (52) dudit échafaudage devant être créé et monté à un niveau supérieur,
    - caractérisé par le fait que
    - ledit dispositif d'ossature auxiliaire comprend au moins deux dispositifs conformes à l'une ou plusieurs des revendications précédentes, rattachés à des poteaux verticaux (26) implantés à distance, dotés d'au moins un garde-corps télescopique (22) rattaché amoviblement, par l'intermédiaire du premier système de rattachement (14), à l'étai (12, 200, 300) de garde-corps considéré.
EP05001870.4A 2004-03-05 2005-01-29 Dispositif pour le montage d'un garde-corps provisoire d'échafaudage Active EP1571275B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE202004003628U 2004-03-05
DE202004003628U DE202004003628U1 (de) 2004-03-05 2004-03-05 Vorrichtung zur Montage eines temporär vorhandenen Geländeholms eines Gerüstes

Publications (4)

Publication Number Publication Date
EP1571275A2 EP1571275A2 (fr) 2005-09-07
EP1571275A8 EP1571275A8 (fr) 2005-11-23
EP1571275A3 EP1571275A3 (fr) 2007-07-04
EP1571275B1 true EP1571275B1 (fr) 2015-07-29

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EP (1) EP1571275B1 (fr)
DE (1) DE202004003628U1 (fr)
DK (1) DK1571275T3 (fr)

Cited By (2)

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CN106567534A (zh) * 2016-10-27 2017-04-19 浙江大丰实业股份有限公司 一种连杆传动升降栏杆结构
DE102020005700A1 (de) 2020-09-17 2022-03-17 Wilhelm Layher Verwaltungs-Gmbh Anschlusseinrichtung für ein Gerüstsystem zur Montage eines Gerüstgeländerstabs

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Publication number Priority date Publication date Assignee Title
DE102007014089B3 (de) * 2006-11-16 2008-05-29 Ralf Kiesendahl Absturzsicherung
FR2908805B1 (fr) * 2006-11-17 2010-09-24 Hunnebeck France Ensemble de pieces pour au moins un niveau d'echafaudage, niveau d'echafaudage, echafaudage et procede de montage
DE102007011716B4 (de) * 2007-03-10 2010-05-12 Hymer-Leichtmetallbau Gmbh & Co. Kg Verfahren zum Auf- und Abbau eines Arbeitsgerüstes und Montagehilfe hierfür
FR2919009B1 (fr) * 2007-07-20 2011-03-04 Hunnebeck France Echafaudage avec garde-corps de protection collective.
DE202008011043U1 (de) 2008-08-19 2008-11-06 Altrad Baumann Gmbh Geländervorrichtung für ein Baugerüst
DE102009007918A1 (de) 2009-02-06 2010-08-12 Wilhelm Layher Verwaltungs-Gmbh Voreilende Geländervorrichtung und Montageverfahren hierfür
DE202009004184U1 (de) 2009-03-25 2009-06-10 Altrad Baumann Gmbh Geländervorrichtung und Stiel für ein Baugerüst
DE102010009247B9 (de) * 2010-02-25 2012-04-19 Rümmer GmbH Montage-Sicherungsgeländer
BE1021534B1 (nl) * 2013-09-05 2015-12-09 Afix Group Nv Veiligheidsleuning voor steiger uit composietmateriaal
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WO2015033278A1 (fr) * 2013-09-05 2015-03-12 Afix Group N.V. Procédé de montage d'un échafaudage
DE102018105660A1 (de) * 2018-03-12 2019-09-12 Krause-Werk Gmbh & Co. Kg Verfahren zum Montieren eines Gerüstes
DE102019002077A1 (de) 2019-03-25 2020-10-01 Wilhelm Layher Verwaltungs-Gmbh Geländervorrichtung, nämlich voreilendes Geländer für ein Gerüst
DE102019002078A1 (de) 2019-03-25 2020-10-01 Wilhelm Layher Verwaltungs-Gmbh Geländerpfosten für ein voreilendes Geländer für ein Gerüst, Gerüst mit einem voreilenden Geländer und Verfahren zum Umsetzen eines voreilenden Geländers an einem Gerüst
DE102019002287A1 (de) 2019-03-29 2020-10-01 Wilhelm Layher Verwaltungs-Gmbh Geländervorrichtung, nämlich voreilendes Geländer für ein Gerüst und Verfahren zur Montage einer Geländervorrichtung
DE102019006329A1 (de) 2019-09-09 2021-03-11 Wilhelm Layher Verwaltungs-Gmbh Geländervorrichtung, nämlich voreilendes Geländer für ein Gerüst und Verfahren zur Montage einer derartigen Geländervorrichtung
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DE102020004605A1 (de) 2020-07-29 2022-02-03 Wilhelm Layher Verwaltungs-Gmbh Geländervorrichtung, nämlich voreilendes Geländer für ein Systemgerüst
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CN106567534A (zh) * 2016-10-27 2017-04-19 浙江大丰实业股份有限公司 一种连杆传动升降栏杆结构
CN106567534B (zh) * 2016-10-27 2019-01-22 浙江大丰实业股份有限公司 一种连杆传动升降栏杆结构
DE102020005700A1 (de) 2020-09-17 2022-03-17 Wilhelm Layher Verwaltungs-Gmbh Anschlusseinrichtung für ein Gerüstsystem zur Montage eines Gerüstgeländerstabs
WO2022057960A1 (fr) 2020-09-17 2022-03-24 Wilhelm Layher Verwaltungs-Gmbh Élément de raccordement pour un système d'échafaudage destiné au montage d'une barre de garde-corps d'échafaudage

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DK1571275T3 (en) 2015-10-19
EP1571275A2 (fr) 2005-09-07
EP1571275A3 (fr) 2007-07-04
EP1571275A8 (fr) 2005-11-23
DE202004003628U1 (de) 2004-05-19

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