EP4392631A1 - Montant d'échafaudage destiné à être monté verticalement dans une partie d'échafaudage - Google Patents

Montant d'échafaudage destiné à être monté verticalement dans une partie d'échafaudage

Info

Publication number
EP4392631A1
EP4392631A1 EP22790440.6A EP22790440A EP4392631A1 EP 4392631 A1 EP4392631 A1 EP 4392631A1 EP 22790440 A EP22790440 A EP 22790440A EP 4392631 A1 EP4392631 A1 EP 4392631A1
Authority
EP
European Patent Office
Prior art keywords
scaffolding
post
connecting disk
longitudinal axis
partial
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.)
Pending
Application number
EP22790440.6A
Other languages
German (de)
English (en)
Inventor
Tobias STECK
Stefan ANZER
Andreas Meyer
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 SE
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Peri SE filed Critical Peri SE
Publication of EP4392631A1 publication Critical patent/EP4392631A1/fr
Pending legal-status Critical Current

Links

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
    • E04G7/302—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members
    • E04G7/306—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are fixed at several bars or members to connect
    • E04G7/307—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are fixed at several bars or members to connect with tying means for connecting the bars or members
    • 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
    • E04G1/02—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension [1D] only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means
    • E04G1/04—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension [1D] only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means the members being exclusively poles, rods, beams, or other members of similar form and simple cross-section
    • E04G1/06—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension [1D] only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means the members being exclusively poles, rods, beams, or other members of similar form and simple cross-section comprising members with rod-like or tubular portions fitting together end to end, with or without separate connecting pieces
    • 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
    • E04G7/00—Connections between parts of the scaffold
    • E04G7/02—Connections between parts of the scaffold with separate coupling elements
    • E04G7/06—Stiff scaffolding clamps for connecting scaffold members of common shape
    • E04G7/22—Stiff scaffolding clamps for connecting scaffold members of common shape for scaffold members in end-to-side relation
    • 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
    • E04G7/301—Scaffolding bars or members with non-detachably fixed coupling elements for connecting bars or members which are parallel or in end-to-end relation
    • 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
    • E04G7/306—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are fixed at several bars or members to connect
    • 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
    • E04G7/32—Scaffolding bars or members with non-detachably fixed coupling elements with coupling elements using wedges
    • 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

Definitions

  • the scaffolding elements are connected via interfaces.
  • Scaffolding posts which, on the one hand, have at least one interface for connection to horizontal bars and, on the other hand, are provided with so-called railing hooks that allow railings to be hung on higher floors.
  • the disadvantage of this known scaffolding post is that the load-bearing capacity and load-bearing capacity of a scaffolding section constructed from these scaffolding posts does not meet some requirements.
  • the object of the invention is therefore to propose solutions with which scaffolding levels of different load-bearing capacities can be provided in a simple manner using a single variant of a scaffolding post.
  • This object of the invention is achieved by a scaffolding post, in particular for vertically oriented installation in a scaffolding section
  • connecting disk which is attached to the base stem and which has at least one connecting surface which is oriented perpendicularly to the longitudinal axis, with several receiving openings being made in the connecting disk, which extend from the connecting surface in the direction of the longitudinal axis and penetrate the connecting disk and wherein the connecting disc encloses the base stem and protrudes in the radial direction to the longitudinal axis and in the circumferential direction around the entire base stem,
  • connection hooks which are attached to an outer peripheral surface of the base post and extend radially away from the longitudinal axis in a direction of extension in a plan view from a plane perpendicular to the longitudinal axis
  • each of the partial connecting disks which extend from the connecting surface in the direction of the longitudinal axis and penetrate the partial connecting disk and wherein the partial connecting disks protrude over the base stem to different extents in the radial direction to the longitudinal axis, viewed in the circumferential direction around the base stem, each partial connecting disk projecting less radially beyond the base stem in a direction parallel to the direction of extent than in directions perpendicular and opposite to the direction of extent and wherein the terminal hooks protrude further beyond the peripheral surface of the base stem in the direction of extension than the partial connection discs project beyond the peripheral surface of the base stem v. in the direction of extension standing.
  • a scaffolding post according to the invention is preferably provided for vertically oriented installation in a scaffolding section.
  • a scaffold post can of course also be built into a scaffold section in other orientations.
  • the scaffolding post includes a base post extending along a longitudinal axis. The length along the longitudinal axis is preferably greater than the diameter of the base stem perpendicular to the longitudinal axis by at least five actuators.
  • At least one connecting disk is fastened to the base post, which is provided for connecting scaffolding elements to the base post.
  • the connecting disk points a connecting surface oriented perpendicularly to the longitudinal axis, in which several receiving openings are made. These receiving openings form interfaces for connection to other framework elements.
  • a scaffolding post according to the invention also comprises at least two partial connecting disks which can be designed in areas the same as or similar to the connecting disk.
  • Each sub-connecting disk is attached to the base stem and has a connecting surface perpendicular to the longitudinal axis.
  • Several receiving openings are made in this connecting surface, which, like the receiving openings in the connecting disk, serve as interfaces for connecting to other framework elements.
  • the sub-connecting disc protrudes in the circumferential direction around the base stem to different extents beyond the outer circumferential surface of the base stem.
  • the part-connection disc projects further radially beyond the outer surface of the base stem in one area than in another area.
  • the partial connecting disk always protrudes less radially beyond the base post than in the opposite direction and in directions perpendicular to the direction of extent.
  • the partial connecting disk protrudes less far than in other directions radial to the longitudinal axis.
  • the connection hooks protrude radially further beyond the base stem than the partial connecting disk.
  • the partial connecting discs have sufficient space for interfaces for connecting scaffolding elements to the scaffolding standard.
  • the provision of two connecting hooks and two partial connecting disks in the described arrangement on the base post means that the scaffolding post according to the invention can be installed in a scaffolding section in two different rotational positions about its longitudinal axis. These two different rotational positions allow either a connection with a first type of framework element or with a second type of framework element.
  • the first type of framework element has interfaces which are provided for connection to the partial connection disk, in particular to its receiving openings.
  • the second type of framework element has interfaces which are intended for connection to the connection hooks.
  • connection with the first type of framework element or with the second type of framework element can be selected.
  • the first type of scaffolding element which is intended for connection to the partial connecting disk, can also be connected to the connecting disk.
  • This first type can usually absorb and transmit higher loads in the form of forces and moments. The installation of elements of the first type thus makes it possible to design a scaffolding section with a higher load-bearing capacity than the installation of elements of the second type, which is intended to be connected to the connection hooks.
  • the rotational position of the scaffolding post about its longitudinal axis can thus be used to select whether the scaffolding post is to be used to erect a scaffolding section with normal load-bearing capacity or to erect a scaffolding section with increased load-bearing capacity. If a scaffolding section with increased load-bearing capacity is to be erected, the scaffolding standard is oriented in such a way that scaffolding elements of the first type can be connected with the partial connecting disks. Scaffolding elements of the first type are horizontal bars, for example. Scaffolding elements of the second type are, for example, handrails.
  • the scaffolding post according to the invention is intended so that at least two scaffolding elements can be connected to it in any rotational position about the longitudinal axis, which serve as railings or fall protection for people working on the scaffolding section.
  • two scaffolding elements running essentially parallel to one another must always be provided as railings.
  • a scaffolding post according to the invention thus makes it possible to erect scaffolding sections with different load-bearing capacities in a flexible manner.
  • a single type of scaffolding post can thus be used to construct scaffolding sections with different properties.
  • the shape and size of the receiving openings in the partial connecting disk is identical to the shape and size of the receiving openings in the connecting disk, the number of receiving openings in the connecting disk being greater than the number of receiving openings in the partial connecting disk.
  • the receiving openings in the partial connecting disk are identical and are therefore designed to be compatible with the receiving openings in the connecting disk.
  • scaffolding elements which are provided for connection to a known connecting disk can also be connected in the usual way to a partial connecting disk.
  • the connecting disk which extends around the base post, has a larger number of receiving openings than the partial connecting disk.
  • the partial connecting disk thus has only part of the connection possibilities of the connecting disk.
  • the objectionable arrangement of partial connecting disk and connection hook ensures that a horizontal ledger used as fall protection and a handrail used as alternative fall protection assume a similar or the same position relative to the scaffold standard in the direction of the longitudinal axis. This provides effective protection against falling in both cases.
  • the partial connecting disk does not have a partial area which is provided on the connecting disk.
  • This sub-area is a sub-area which is arranged in the direction of extension to the longitudinal axis.
  • the partial area which is identical in the partial connecting disk and the connecting disk can be defined by the circumferential angle described above. Within this circumferential angle, the connecting disk and the partial connecting disk are identical. Outside of this circumferential angle is the Connecting disc designed differently to the partial connecting disc.
  • the circumferential angle at which the partial connecting disk and the connecting disk are designed to be identical is preferably at least 220°.
  • the partial connecting disk is designed identically to a partial area of the connecting disk, this partial area being delimited by a straight edge which is oriented in a direction perpendicular to the direction of extent and the edge in the direction of extent of the longitudinal axis at a distance is arranged, which corresponds to the distance from the longitudinal axis to the outer peripheral surface of the base stem in the direction of extension +/- 20%.
  • the partial connecting disk also corresponds to a partial area of the connecting disk.
  • an edge is used here to define this identical partial area, which represents an alternative definition to the circumferential angle described above. This edge is preferably straight, but can also have a curved shape, at least in some areas.
  • connection receptacle is fixedly attached to the base post in a direction opposite to the direction of extension.
  • the connection receptacle comprises at least one connection surface, which is used to attach a framework element.
  • at least one connection opening is introduced in the connection surface, through which a form fit of the scaffolding standard with another scaffolding element can be produced.
  • the connection receptacle can be shaped in different ways and, for example, in a simple embodiment it can be formed by a plate which extends radially away from the base post, comprises a preferably planar connection surface and a connection opening penetrating the plate.
  • a safety area is provided at right angles to the holding area, which extends at right angles to the holding area and is intended to ensure that a scaffolding element hung on the holding area cannot accidentally be hung slips off the holding area and is thus secured.
  • the security area can be cylindrical or have additional projections that ensure that a suspended scaffolding element is not accidentally pulled off the holding area and the security area.
  • An advantage of a scaffolding section according to the invention is that a single type of scaffolding post can be both part of a scaffolding section with a horizontal ledger and part of a scaffolding section with a handrail.
  • a scaffolding element is connected either with a connecting hook or with a partial connecting disk.
  • a scaffolding section according to the invention preferably has further scaffolding elements and/or scaffolding posts.
  • At least four scaffolding posts are provided, with two scaffolding posts being connected to one another in the direction of the longitudinal axis and arranged one above the other in a vertically oriented manner, with one such combination of two scaffolding posts being oriented parallel to another such combination of two scaffolding posts, with one of the lower scaffolding standards is connected to a horizontal bar and one end of the horizontal bar is positively connected to a partial connecting disk and one of the upper scaffolding standards is connected to a railing rod and one end of the railing rod is positively connected to a connecting hook and the connecting hook and the direction of extension of the upper two scaffolding posts are oriented in the opposite direction to the terminal hook and the direction of extension of the two lower railing posts.
  • At least eight scaffolding standards are provided, with two scaffolding standards being connected to one another in the direction of the longitudinal axis and arranged one above the other in a vertically oriented manner, one such combination of two scaffolding columns being connected to another such combination of two scaffolding columns is oriented parallel, with the two lower scaffolding standards being connected to a horizontal ledger and one end of this horizontal ledger being positively connected to a partial connecting disk of a scaffolding standard and the two upper scaffolding standards being connected to a handrail rod and one end of the handrail rod to a connection hook of a scaffolding standard is positively connected and wherein the connection hook and the direction of extension of the upper two scaffolding posts in the opposite direction to the connection hook and the direction of extension of the two lower railing post le are aligned, whereby a two-dimensional frame is formed, and wherein, furthermore, two scaffolding posts are connected to one another in the direction of the longitudinal axis and arranged one above the other, oriented vertically, whereby two further associations are formed by
  • This embodiment is based on the previously described embodiment with a total of four two-dimensionally arranged scaffolding posts.
  • four further scaffolding posts are provided, two of which each form an association of two scaffolding posts connected to one another in the longitudinal direction.
  • These dressings are arranged to the two-dimensional framework such that a three-dimensional framework section is formed.
  • the two associations are over Horizontal bars connected to the two-dimensional frame.
  • the unions can be connected to the two-dimensional frame by connecting the horizontal bars to each other with partial connecting disks, each with connecting disks or both with partial connecting disks and connecting disks.
  • the assemblies are preferably connected to the two-dimensional frame via a connecting disk per scaffolding post.
  • the scaffolding standards define a lower level of the scaffolding section, with adjacently arranged scaffolding standards on the lower level being connected by at least one horizontal ledger, with these horizontal ledgers each being positively connected to a partial connecting disk of the adjacent scaffolding standards and four others
  • Scaffolding posts define an upper floor of the scaffolding section, with at least two adjacent scaffolding posts on the upper floor being connected to one another by a horizontally oriented railing rod, with this railing rod being positively connected to a connecting hook of the adjacent scaffolding posts.
  • eight scaffolding posts are provided, four of which form a lower tier and the other four form an upper tier of the scaffolding section.
  • At least two adjacent scaffolding standards are connected via two parallel oriented horizontal bars, which are each positively connected to a partial connecting disk of a scaffolding standard, and on the upper level of the scaffolding section at least two adjacent scaffolding standards are connected via two parallel oriented railing rods are connected, which are each positively connected to a connection hook of a scaffolding post.
  • This embodiment also comprises at least eight scaffolding posts, four of which are arranged on a lower floor and four on an upper floor of a scaffolding section.
  • at least two adjacent scaffolding standards on each floor are connected to one another either by two horizontal ledgers or by two handrails. This provides a particularly safe fall protection.
  • the bottom floor which has two horizontal ledgers arranged in parallel between at least two scaffolding points, is particularly stable.
  • the object of the invention is also achieved by a method for constructing a scaffolding section according to one of the previously described embodiments, comprising the steps
  • the method continues with method step C) if a scaffolding section with increased load-bearing capacity is to be erected, and the method is continued with method step D) if a scaffolding section with normal or lower rigidity is to be erected.
  • the respective other method step of the two method steps C) and D) is not carried out based on the decisions of method step B).
  • a scaffolding section with increased load-bearing capacity according to the penultimate embodiment described above is erected, which forms a lower floor of the scaffolding section, and then a scaffolding section with normal load-bearing capacity according to the last embodiment described above is erected on the lower floor will, where the
  • Extension direction of the scaffolding posts of the upper floor is oriented in the opposite direction to the direction of extension of the scaffolding posts of the lower floor, whereby a
  • Scaffolding section is obtained with two floors arranged one above the other, the lower floor has a higher rigidity or load-bearing capacity than the upper floor.
  • the method results in a scaffolding section with two tiers of different bearing capacity.
  • This embodiment of the method requires several rounds of decisions as to whether or not a connection with increased load-bearing capacity is required for a scaffolding post. However, this method is always carried out in the same way, so that the construction of such a scaffolding section with differently designed floors can be carried out very easily and quickly.
  • the described embodiments of a method for erecting a scaffolding section can of course be used in the reverse order of the method steps for dismantling such a scaffolding section, with no decision having to be made according to method step B) during dismantling as to whether increased load-bearing capacity is required or not.
  • Fig. 6 shows a detailed view of the embodiment of the frame section from Fig. 5,
  • the illustrated embodiment of a scaffolding post 1 comprises, similar to the known scaffolding post G, two connection hooks 4, one of which is attached to an outer surface of the base post 2 approximately in the middle of the length of the base post 2 and the other in the upper third of the base post 2.
  • Each connection hook 4 extends in a direction of extension ER away from the base stem 2.
  • the direction of extension ER is defined in a plane perpendicular to the longitudinal axis LA and extends radially away from the longitudinal axis LA in the direction in which the connection hook 4 in the plane described above the outer peripheral surface of the base stem 2 protrudes.
  • the direction of extension ER is shown in FIG. 7 in a plan view. This extension direction ER is also used below to describe and define other elements of the scaffolding post 1 .
  • the distance by which the sub-connecting disk 5 protrudes beyond the outer peripheral surface of the base stem 2 differs in the circumferential direction around the base stem 2 .
  • the partial connecting disk 5 protrudes less radially beyond the base post 2 in the extension direction ER or in a direction parallel thereto than, for example, in a direction which runs opposite to the extension direction ER.
  • the illustration clearly shows that in the direction of extension ER, in which the connection hooks 4 are also attached to the base post 2, the partial connecting disk 5 protrudes significantly less far beyond the base post 2 than in other directions radially away from the longitudinal axis LA.
  • the partial connecting disk 5 also protrudes further beyond the base post 2 in directions perpendicular to the direction of extent ER than in the direction of the direction of extent ER.
  • Scaffolding element 20 is possible in particular in directions opposite to the direction of extent ER and perpendicular to the direction of extent ER.
  • the arrangement of the railing rods 202 within the base post 2 nevertheless provides people with reliable protection against falling from the scaffolding floor. If a person falls against one or both railing rods 202 from the inside, the railing rods 202 are held in position on the one hand by their connection to the connection hook 4 and on the other hand by their arrangement between the step level and the base post 2 .
  • the railing rods 202 are attached to the scaffolding posts 1 in a self-helping manner, as a result of which particularly reliable fall protection is provided.
  • the two partial connecting disks 5 do not assume any function in the scaffold section 100 shown and point in a direction opposite to the direction of extension ER, at least in certain areas.
  • the lower scaffolding standards 1 are arranged in such a way that their direction of extension points outwards from the scaffolding section 100 . If a simply constructed scaffolding section with normal load-bearing capacity is required, the lower scaffolding standards 1 are oriented in such a way that their direction of extension points inwards of the scaffolding section 100 . In the embodiment shown in FIG. 5, the direction of extension ER in the lower scaffolding level is oriented in the direction of the step level into the interior of the scaffolding section 100, as a result of which the lower scaffolding level has an increased load-bearing capacity.
  • the upper scaffolding level is based on known scaffolding standards G, which can be used to set up an upper scaffolding level with normal load-bearing capacity.
  • FIG. 7 shows a plan view of the embodiment of a scaffolding post 1 from FIG. 2.
  • the scaffolding post 1 can be seen from above in the direction of the longitudinal axis LA.
  • the longitudinal axis LA is symbolized as a point in this illustration and runs into the plane of the drawing.
  • the longitudinal axis LA forms the central axis of the base stem 2, which is thereby formed into a cylindrical tube.
  • the first interface S1 is arranged concentrically within the base post 2 .
  • the first interface S1 is also formed by a tube section which has a smaller diameter than the base post 2 and is fastened in the base post 2 .
  • the first interface S1 projects beyond the upper front end of the base post 2.

Landscapes

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

Abstract

L'invention concerne un montant d'échafaudage, conçu en particulier pour être monté verticalement dans une partie d'échafaudage, comprenant un montant de base, qui s'étend le long d'un axe longitudinal, au moins un disque de liaison qui est fixé sur le montant de base, le disque de liaison entourant le montant de base et faisant saillie dans la direction radiale par rapport à l'axe longitudinal et dans la direction périphérique tout autour du montant de base, au moins deux crochets d'assemblage qui sont fixés sur une surface périphérique extérieure du montant de base et s'étendent, dans une vue en plan, à partir d'un plan perpendiculaire à l'axe longitudinal, dans une direction longitudinale, en s'éloignant radialement de l'axe longitudinal, et au moins deux disques de liaison partiels qui sont fixés sur le montant de base, ces disques de liaison partiels faisant saillie à des distances différentes par rapport au montant de base dans la direction radiale par rapport à l'axe longitudinal, observés dans la direction circonférentielle tout autour du montant de base. L'invention concerne en outre une partie d'échafaudage comprenant un montant de base et un procédé pour construire une telle partie d'échafaudage.
EP22790440.6A 2021-08-27 2022-08-19 Montant d'échafaudage destiné à être monté verticalement dans une partie d'échafaudage Pending EP4392631A1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102021122288.5A DE102021122288A1 (de) 2021-08-27 2021-08-27 Gerüststiel zum vertikalen Einbau in einen Gerüstabschnitt
PCT/EP2022/073181 WO2023025675A1 (fr) 2021-08-27 2022-08-19 Montant d'échafaudage destiné à être monté verticalement dans une partie d'échafaudage

Publications (1)

Publication Number Publication Date
EP4392631A1 true EP4392631A1 (fr) 2024-07-03

Family

ID=83898328

Family Applications (1)

Application Number Title Priority Date Filing Date
EP22790440.6A Pending EP4392631A1 (fr) 2021-08-27 2022-08-19 Montant d'échafaudage destiné à être monté verticalement dans une partie d'échafaudage

Country Status (5)

Country Link
US (1) US20250129620A1 (fr)
EP (1) EP4392631A1 (fr)
CA (1) CA3230446A1 (fr)
DE (1) DE102021122288A1 (fr)
WO (1) WO2023025675A1 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102020133810A1 (de) * 2020-12-16 2022-06-23 Peri Ag Verbinder für ein Modulgerüst, Modulgerüst, Verfahren zur Herstellung eines Modulgerüsts sowie Verwendung eines Verbinders

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ES2203270B1 (es) 2001-02-14 2005-02-16 Ingenieria De Encofrados Y Servicios, S.L. Perfeccionamientos en andamios de fachada.
DE10128955A1 (de) 2001-06-15 2002-12-19 Peri Gmbh Zerlegbares Gerüst
ES2246732B1 (es) 2005-01-17 2006-11-16 Ingenieria De Encofrados Y Servicios, S.L. Travesaño desmontable para soporte de plataformas en andamios.
DE102008005814B4 (de) * 2008-01-24 2009-11-12 Rux Gmbh Gerüstständer
RS57049B1 (sr) * 2014-05-30 2018-05-31 Tobler Ag Pričvrsni element za ogradu za razdvojivo pričvršćivanje za element skele, skela, pozicioniranje ograde i pričvrsnog elementa, kao i postupak pričvršćivanja i osiguravanja pričvrsnog elementa
DE102018218060A1 (de) * 2018-10-22 2020-04-23 Peri Gmbh Gerüststiel-Anschlussrosette mit Hohlprägungen bei reduzierter Nenndicke sowie Gerüstbaugruppe
DE102019117082A1 (de) * 2018-11-26 2020-05-28 Peri Gmbh Gerüstknoten
DE102019111930A1 (de) * 2019-05-08 2020-11-12 Peri Gmbh Gerüstrahmen, Gerüstsystem, Gerüstsegment und Gerüst
DE102020125166A1 (de) * 2020-09-26 2022-03-31 Peri Se Gerüstknoten
DE202021104665U1 (de) * 2021-08-30 2022-12-01 Peri Se Verbindungsscheibe für ein Gerüst
DE102022107159A1 (de) * 2022-03-25 2023-09-28 Peri Se Vertikalstiel für ein Gerüst, Gerüst sowie Verfahren zur Herstellung eines Vertikalstiels

Also Published As

Publication number Publication date
CA3230446A1 (fr) 2023-03-02
DE102021122288A1 (de) 2023-03-02
WO2023025675A1 (fr) 2023-03-02
US20250129620A1 (en) 2025-04-24

Similar Documents

Publication Publication Date Title
EP0918912B2 (fr) Echafaudage de facade demontable
EP2411598B1 (fr) Échafaudage et procédé de montage ou de démontage d'un tel échafaudage
EP2134908A1 (fr) Cadre vertical adapté au montage d'un montant de cadre, d'un échafaudage de soutien et/ou d'une tour d'échafaudage de soutien
EP4538481A1 (fr) Dispositif pour la fixation de protections contre les chutes à des échafaudages
DE102021101768A1 (de) Anordnung von gerüstbauteilen
EP1005598A1 (fr) Systeme d'echafaudage modulaire en treillis
EP2692964B1 (fr) Tour de cage d'escalier conçue de façon modulaire et module de cage d'escalier
WO2022117365A1 (fr) Barre de garde-corps, échafaudage modulaire, procédé d'érection d'un échafaudage modulaire, et utilisation d'une barre de garde-corps dans un échafaudage modulaire
DE102021004490A1 (de) Modulgerüst sowie Modulgerüstriegel für ein solches
EP4392631A1 (fr) Montant d'échafaudage destiné à être monté verticalement dans une partie d'échafaudage
DE202009008127U1 (de) Fachwerk-Modulgerüstsystem
DE102007011777B4 (de) Zerlegbares Arbeitsgerüst und Verfahren zu dessen Auf- und Abbau
DE3502659C2 (fr)
WO2024125693A1 (fr) Échafaudage, en particulier échafaudage mobile
DE29808393U1 (de) Vorrichtung zum Sichern von neu aufgebauten Ebenen von Baugerüsten gegen Absturzgefahr
DE3401906A1 (de) Vorrichtung zur haengenden befestigung eines geruestelements
DE20004389U1 (de) Bauelementensatz für ein Gerüst
EP3705660B1 (fr) Main courante frontale, échafaudage doté d'une telle main courante frontale et procédé de fixation côté frontal d'un échafaudage
EP1070806B1 (fr) Système de plateforme
EP1245757B1 (fr) Tour d'escalier pour gros-oeuvre
WO2024240934A1 (fr) Barre de garde-corps pour échafaudage et procédé de montage d'un échafaudage
EP4538482A1 (fr) Dispositif pour la fixation de protections contre les chutes à des échafaudages
WO2011095289A1 (fr) Élément de garde-corps
WO2024223613A1 (fr) Système d'escalade pour un cadre d'escalade guidé par rails
WO2025202366A1 (fr) Élément de support, plateforme de travail, système grimpant, et procédé

Legal Events

Date Code Title Description
STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: UNKNOWN

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE INTERNATIONAL PUBLICATION HAS BEEN MADE

PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE

17P Request for examination filed

Effective date: 20240318

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

DAV Request for validation of the european patent (deleted)
DAX Request for extension of the european patent (deleted)
STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: EXAMINATION IS IN PROGRESS