EP3012385A1 - Gerüstsicherheitsgeländer - Google Patents

Gerüstsicherheitsgeländer Download PDF

Info

Publication number
EP3012385A1
EP3012385A1 EP14189469.1A EP14189469A EP3012385A1 EP 3012385 A1 EP3012385 A1 EP 3012385A1 EP 14189469 A EP14189469 A EP 14189469A EP 3012385 A1 EP3012385 A1 EP 3012385A1
Authority
EP
European Patent Office
Prior art keywords
railing
locking
engagement
elongate
engagement element
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.)
Granted
Application number
EP14189469.1A
Other languages
English (en)
French (fr)
Other versions
EP3012385B1 (de
Inventor
Jimmi Jedig Busk
Rasmus Høtoft Sørensen
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.)
Jerslev Stilladsservice AS
Original Assignee
Jerslev Stilladsservice AS
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 Jerslev Stilladsservice AS filed Critical Jerslev Stilladsservice AS
Priority to EP14189469.1A priority Critical patent/EP3012385B1/de
Priority to DK14189469.1T priority patent/DK3012385T3/en
Publication of EP3012385A1 publication Critical patent/EP3012385A1/de
Application granted granted Critical
Publication of EP3012385B1 publication Critical patent/EP3012385B1/de
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • 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
    • 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
    • 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

Definitions

  • the present invention relates to the area of scaffolding systems, and in particular to the area of scaffolding systems comprising horizontal railing elements engaging with vertical carrier posts by means of locking elements inserted into overlapping openings in engagement parts of the vertical carrier post and the horizontal railing element, respectively.
  • Scaffolding systems in general are well known from a variety of application areas.
  • the area of construction is a major application area, both in respect of erection and maintenance of constructions, where the scaffolding is used as working platforms for construction workers.
  • Other areas of application may be temporary building structures, stages and similar structures.
  • a basic scaffolding system comprises two rows of vertical posts, which can be connected together for building a multi-storey scaffolding system, and substantially horizontally extending elongate bars, connecting the vertical posts juxtaposed to each other in a direction along and a direction orthogonal to a facade. Since the vertical posts and the horizontally extending elements are connected orthogonally to each other forming a substantially rectangular frame structure, diagonal supports can be added at regular intervals for securing the scaffolding system against collapsing. Deck or floor elements covering rectangles formed by the connections made in the substantially horizontal plane at regular intervals complete the scaffolding system.
  • a number of deck or floor elements can have openings with a hatch, which can be hinged, and a ladder extending from one deck through an opening in a subsequent deck makes it possible to ascent and descent between storeys.
  • a scaffolding system comprising vertical posts with annular apertured connecting elements spaced along the lengths of the posts and horizontally extending elongate scaffolding elements, which are locked to the annular apertured connecting elements by means of an engagement element, is known.
  • the engagement element has a connecting element-receiving slot by means of which the engagement element may engage with the apertured connecting element at both the bottom and top faces of the connecting elements.
  • a wedge is used as locking element between the engagement element and the apertured connecting element on the vertical posts.
  • the apertured connecting elements are connected to the vertical posts by means of welding, riveting, screws or other similar methods.
  • Such scaffolding systems are generally assembled by successively erecting individual scaffolding planes, with the individual member of the vertical posts of a first scaffolding plane ending as a rule in each case just above a floor plate belonging to a second scaffolding plane positioned above it.
  • This upper end of the vertical post is then coupled by the installer to the lower end of a further vertical post in an end to end continuation for a further scaffolding storey by means of a spigot connection.
  • This type of scaffolding system provides a high degree of safety when established.
  • An objective of the present invention is to maintain the level of safety during the erection of the scaffolding while increasing the safety level of the erected scaffolding structure for such structures erected under safety provisions.
  • the objective is in one aspect of the invention achieved through a scaffolding structure comprising a number of vertical support posts and between sets of two vertical posts, a horizontal railing element attached to the two vertical posts at the ends, where for the attachment of the railing element the vertical posts are provided with an connecting element comprising at least one opening extending essentially vertically and where for the attachment the railing element comprises an elongate bar and at one end of the elongate bar an engagement element for accommodating the connecting element and with openings adapted to be placed overlapping the opening of the connecting element on the vertical post and where further a locking element is provided for insertion through the openings of the connecting element of the vertical post and the engagement element of the railing element to prevent horizontal movement of the railing element, where the engagement element of the railing element is movable relative to the elongate bar between at least a first and a second position, where the locking element is mounted in the engagement element of the railing element to be movable from a mounting position to a locking position, and where the locking element is adapted to
  • the erecting of the structure may be performed from a lower deck of the structure, while achieving a desired safe construction with locking elements in the connection between the vertical posts and the horizontal railing elements.
  • the engagement element of the railing element is adapted to be movable along the longitudinal axis of the elongate element or bar.
  • the railing element comprises elongate apertures in the side walls adapted to accommodate a shaft element extending through the apertures and holding the engagement element, allowing the engagement element to travel along the elongate aperture.
  • the railing element comprises a fixed shaft element extending from the wall of the railing element and through an elongate aperture in the engagement element allowing the engagement element to travel along the shaft element.
  • the engagement element of the railing element comprises parts protruding to overlap the engagement element of the vertical post above and below this. Hereby both upward and downward movement is prevented.
  • the objective is in another aspect of the invention achieved through a railing element for a scaffolding system, where the railing element is characterized in that the engagement element of the railing element is movable relative to the elongate bar between at least a first and a second position, where the locking element is mounted in the engagement element of the railing element to be movable from a mounting position to a locking position, and where the locking element is adapted to maintain the mounting position, and upon movement of the engagement element relative to the elongate bar the locking element is adapted to be released to move into the locking position.
  • the engagement element of the railing element is adapted to be movable along the longitudinal axis of the railing element.
  • the railing element comprises elongate apertures in the side walls adapted to accommodate a shaft element extending through the apertures and holding the engagement element, allowing the engagement element to travel along the elongate aperture.
  • the railing element may comprise a fixed shaft element extending from the wall of the railing element and through an elongate aperture in the engagement element allowing the engagement element to travel along the shaft element.
  • the engagement element of the railing element comprises parts protruding to overlap the connecting element of the vertical post above and below this.
  • the locking element comprises an incision or a protrusion adapted to hold the locking element relative to the elongate element.
  • both ends of the elongate bar are provided with similar engagement elements, which will simplify both manufacturing and assembly of the scaffolding structure.
  • the objective is in a further aspect of the invention achieved through methods for erecting and dismantling the scaffolding system according to the invention.
  • a method for erecting a scaffolding structure comprises that the locking element in mounted in a mounting position, where the railing element is positioned to accommodate the connecting element of a vertical post between two protruding parts of the engagement element, and where the elongate bar is moved to cause the relative movement between the elongate bar and the engagement element and hence release the locking element from the mounting position and allowing this to propagate into the locking position.
  • a first method for dismantling a scaffolding structure comprises that the vertical post carrying one end portion of a railing element is dismantled and lowered to a lower position of the scaffolding structure and where the locking element is released from the locking position to allow the engagement element to be released from the connecting element, and where following this the vertical post carrying the opposed end of the railing element is dismantled and lowered to a lower position where the locking element of the opposed end of the railing element is released from its locking position allowing the railing element to be removed with both ends free.
  • a second method for dismantling a scaffolding structure comprises that the locking element is released from its locking position and where the engagement element is released from the connecting element, where the locking element is inserted into the locking position in relation to the engagement element and where the engagement element with the locking element protruding downwards is placed on top of the connecting element with the locking element protruding through the aperture in the connecting element, where following this the vertical post carrying the opposed end of the railing element is dismantled and lowered to a lower position where the locking element of the opposed end of the railing element is released from its locking position allowing the railing element to be removed with both ends free.
  • a third and preferred method for dismantling a scaffolding structure according to the invention comprises that the elongate bar is brought to engage with the locking element and by movement in an upward direction releases the locking element from the locking position with the engagement element and the connecting element to a position where the engagement element may be retracted from the connection element.
  • the scaffolding structure may be dismantled in a safe manner from a lower position, where security railing is still in place and further without the use of any additional tools.
  • the railing element comprises an elongate bar 8 and at the ends an engagement element 3.
  • the engagement element 3 comprises two protruding parts 4,4' with a space between them adapted to accommodate a connecting element 11 of a vertical post 1.
  • a locking element 5, here shaped as a wedge, is mounted in the engagement element 3 to be movable into a locking position where the locking element penetrates the openings in the two protruding parts 4,4' of the engagement element 3 and the connecting element 11.
  • the elongate bar 8 and the engagement element 3 are mutually connected with a bolt or a shaft 10 that is mounted movable through elongate openings 9 in the sidewalls of the elongate bar 8 and connected to the engagement element 3 at two opposed sides of the elongate bar 8.
  • the locking element 5 is provided with a holding part, which may be a protruding element 7' or an incision 7, adapted to be connected releasably to an end portion of the elongate bar 8.
  • the engagement element 3 is movable along the elongate openings 9 of the elongate bar 8 from a first position where the locking element 5, when connected to the end portion of the elongate bar 8, is held in a position where the space between the two protruding parts 4,4' of the engagement element 3 is free to accommodate the connecting element 11 of the vertical post 1.
  • the engagement element 3 Upon movement of the elongate bar 8 the engagement element 3 will travel along the elongate openings 9 in the elongate bar 8 and hence release the locking element 5 from the end portion of the elongate bar 8.
  • the locking element 5 will following this enter the openings in the engagement element 3 and the connecting element 11.
  • FIG. 2A an end portion of a railing element 2 appears in a side view. The parts described in connection with FIG. 1 are visible here as well.
  • the locking element 5 in this illustration is in an inserted position.
  • FIG. 2B the element of FIG. 2A appears seen in a sectional view along the line A-A'. It appears that the locking element 5 may be locked through a friction force established between the locking element 5 and the engagement element 3.
  • the locking element comprises a securing element 6, ensuring that the locking element 5 cannot be removed from the engagement element 3.
  • FIG. 3A an end portion of a railing element 2 appears in a top view. The parts described in connection with FIG. 1 are visible here as well.
  • the locking element 5 in this illustration is in an inserted position. From FIG. 3B the same element appears seen in a sectional view along the line B-B'. It appears that the locking element 5 may be locked through a friction force established between the locking element and the engagement element.
  • FIG. 4A an end portion of a railing element 2 appears in a side view.
  • the parts described in connection with FIG. 1 are visible here as well.
  • the locking element 5 in this illustration is of a different type having a protruding part 7'.
  • FIG. 4B the same element appears seen in a sectional view along the line B-B'. It appears that the locking element 5 may be locked through a friction force established between the locking element and the engagement element.
  • the one end of the locking element comprises a securing element 6, ensuring that the locking element cannot be removed from the engagement element 3.
  • FIG. 5A an end portion of a railing element 2 appears in a top view. The parts described in connection with FIG. 1 are visible here as well.
  • the locking element 5 in this illustration is in an inserted position.
  • FIG. 5B the same element appears seen in a sectional view along the line C-C'. It appears that the locking element may be locked through a friction force established between the locking element and the engagement element.
  • the locking element comprises a securing element 6, ensuring that the locking element cannot be removed from the engagement element.
  • the elements of a scaffolding structure may be:
  • FIGS. 6A-D A perspective representation of the connection process between a vertical post 1 and a horizontal railing 2 of a scaffolding system according to the invention is shown in FIGS. 6A-D .
  • the elongated elements are of a tubular geometry
  • the connecting elements 11 on said elongated vertical elements 1 are apertured annular connecting elements secured by means of welding at intervals defining the grid pattern of the rectangular lattice box structure.
  • the apertures 12 of said connecting elements 11 are distributed at regular intervals circumferential to the elongate elements, so that the bars can be suspended between vertical posts in fixed angles in a horizontal plane.
  • the railing element 2 comprises at at least one end, preferably at both ends, an engagement element 3.
  • Said coupling head or engagement element at each end of said first set of the bars has openings extending through the engagement element at two protruding end portions 4,4' of this.
  • the two end portions 4,4' of the engagement element defines between them a slot or opening for receiving the connecting element 11 of the vertical post 1.
  • a releasable wedge 5 extends through these openings and through one of the openings 12 in the annular connecting element 11 for consolidation of the coupling.
  • the couplings hereby accomplished secure and lock the dismountable first set of bars in the scaffolding system. More specifically FIG.
  • FIG. 6A shows how the locking element 5 is held in a mounting position relative to the elongate bar 8 by inserting the end of the elongate bar into the incision 7 in the locking element 5.
  • the engagement element 3 will by influence of gravity rest at the lower end of the elongate apertures 9 in the elongate bar 8, whereby the locking element 5 will be retracted toward the upper end of the engagement element and rest here. This will leave the slot between the two protruding parts 4,4' of the engagement element 3 open for receiving the connecting element 11.
  • FIG. 6B the elongate bar 8 is pivoted upwards to release the locking element 5 downwards through the opening in the engagement element and the connecting element, respectively.
  • FIG. 6C and FIG. 6D the elongate bar 8 may finally be retracted further to be pivoted upwards to the horizontal mounting position for the railing element 2.
  • FIGS. 7A-C show a preferred method of a step in the process of erecting the scaffolding system.
  • An additional member of the vertical elongate elements is attached to the free end of an already mounted vertical element.
  • a horizontal railing element 2 is mounted using the sequential steps as explained in connection with FIGS. 6A-D .
  • the free end of the railing element is connected to a vertical element 1 which is not yet mounted.
  • the not yet mounted vertical element 1 is subsequently raised and mounted on top of an already mounted vertical element 1. In this manner the security railing of the next storey of the scaffolding structure is established before the personnel is actually using the storey for erecting the next following level.
  • FIG. 8A shows a step of a first method for dismantling the scaffolding structure according to the invention.
  • the locking element 5 is removed from the locking position hereby allowing the engagement element 3 of the railing element to be retracted from the connecting element 11 of the vertical element.
  • the locking element 5 is following this reinserted through the openings of the engagement element 3 and after this inserted into the opening 12 of the connecting element 11 and leaving the engagement element 3 to rest on top of the connecting element 11 .
  • FIG. 8b shows how a vertical element 1 is dismantled from a lower deck with the railing elements 2 still mounted on the vertical element 1. From FIG. 8C it appears that the railing element 2 resting on top of the connecting element 11, as described in connection with FIG. 8A , is removed from a safe lower position of the scaffolding structure.
  • FIGS. 9A-C show a further dismantling process for the scaffolding structure, where the vertical elements 1 from a lower position of the scaffolding structure are dismantled from their position with the railing elements 2 still fully attached to these and where these railing elements 2 are detached at the lower safe position of the scaffolding structure.
  • FIG. 10 shows in a perspective view a further embodiment of the invention.
  • the mounting of a railing element takes place from a lower safe position.
  • the only difference between this embodiment and the embodiment shown in FIGS. 7A-C is the configuration of the holding element 7' for the locking element 5, which in this case is a protruding hook shaped element 7'.
  • FIGS. 11A-B show the dismantling of the scaffolding structures shown in FIGS. 10 . It appears that the elongate bar 8 is used to engage with the protruding part 7' of the locking element 5 and pushing this upwards to release this from the locking position and hence allow the engagement element 3 to be removed from the connecting element 11 of the vertical post 1.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
EP14189469.1A 2014-10-20 2014-10-20 Gerüstsicherheitsgeländer Not-in-force EP3012385B1 (de)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP14189469.1A EP3012385B1 (de) 2014-10-20 2014-10-20 Gerüstsicherheitsgeländer
DK14189469.1T DK3012385T3 (en) 2014-10-20 2014-10-20 Scaffolding Safety Railing

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP14189469.1A EP3012385B1 (de) 2014-10-20 2014-10-20 Gerüstsicherheitsgeländer

Publications (2)

Publication Number Publication Date
EP3012385A1 true EP3012385A1 (de) 2016-04-27
EP3012385B1 EP3012385B1 (de) 2018-08-15

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ID=51730435

Family Applications (1)

Application Number Title Priority Date Filing Date
EP14189469.1A Not-in-force EP3012385B1 (de) 2014-10-20 2014-10-20 Gerüstsicherheitsgeländer

Country Status (2)

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EP (1) EP3012385B1 (de)
DK (1) DK3012385T3 (de)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017223082A (ja) * 2016-06-17 2017-12-21 Ｊｆｅ機材フォーミング株式会社 先行手すり
EP3489435A1 (de) * 2017-11-27 2019-05-29 Tobler AG Befestigungselement, gerüst, verfahren zur herstellung eines gerüstes
WO2019238154A1 (de) * 2018-06-14 2019-12-19 Wilhelm Layher Verwaltungs-Gmbh Einzelner gerüststiel
EP3670785A1 (de) * 2018-12-21 2020-06-24 Peri Gmbh Anschlusskopf für das rohrprofil eines modulgerüstbauteils in form einer vertikaldiagonalen und vertikaldiagonale
EP3839172A1 (de) * 2019-12-20 2021-06-23 Tobler AG Geländerholm zur montage eines vorlaufenden geländers, vorlaufendes geländer zur temporären fallsicherung einer neu zu erstellenden gerüstetage, gerüst für bau-, reparatur- und/oder montagearbeiten und verfahren zum aufbau eines gerüsts
DE102020118874A1 (de) 2020-07-16 2022-01-20 Altrad Plettac Assco Gmbh Voreilende Geländerstange
WO2023227154A1 (de) 2022-05-24 2023-11-30 Wilhelm Layher Verwaltungs-Gmbh Gelaenderelement, baugeruest mit einem derartigen gelaenderelement und verfahren zur demontage eines derartigen gelaenderelements

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4044523A (en) 1974-10-16 1977-08-30 Eberhard Layher Frame structure, particularly scaffolding
EP0276487A2 (de) 1987-01-24 1988-08-03 Langer geb. Layher, Ruth Gerüst mit Verbindungsvorrichtungen
US5127757A (en) 1989-10-19 1992-07-07 Ruth Langer Connecting head for scaffold system
WO1998007934A1 (de) 1996-08-16 1998-02-26 Peri Gmbh Zerlegbares fassadengerüst
EP0997593A1 (de) 1998-10-29 2000-05-03 plettac AG Rückengeländer
WO2002057569A1 (de) 2001-01-19 2002-07-25 Günter Rux GmbH Selbst arretierendes geländer
JP2003268970A (ja) * 2002-03-19 2003-09-25 Rarikku:Kk 仮設要素の結合金具及び仮設要素の結合方法
EP1426524A2 (de) * 2002-12-03 2004-06-09 Rux Sales and Services GmbH Baugerüst
JP2004324353A (ja) * 2003-04-28 2004-11-18 Rarikku:Kk 仮設用結合金具
JP2008057253A (ja) * 2006-08-31 2008-03-13 Hoshin:Kk 足場・支保工兼用機材
EP2354375A1 (de) * 2010-01-14 2011-08-10 Jerslev Stilladsservice A/S Gerüstsystem

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4890525B2 (ja) * 2008-10-23 2012-03-07 Ｋｒｈ株式会社 仮設足場用連結構造体
JP5698953B2 (ja) * 2010-10-22 2015-04-08 Ｋｒｈ株式会社 仮設足場用筋交い

Patent Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4044523A (en) 1974-10-16 1977-08-30 Eberhard Layher Frame structure, particularly scaffolding
EP0276487A2 (de) 1987-01-24 1988-08-03 Langer geb. Layher, Ruth Gerüst mit Verbindungsvorrichtungen
US4867274A (en) 1987-01-24 1989-09-19 Langer Ruth Geb Layher Scaffold system
US5127757A (en) 1989-10-19 1992-07-07 Ruth Langer Connecting head for scaffold system
WO1998007934A1 (de) 1996-08-16 1998-02-26 Peri Gmbh Zerlegbares fassadengerüst
EP0997593A1 (de) 1998-10-29 2000-05-03 plettac AG Rückengeländer
WO2002057569A1 (de) 2001-01-19 2002-07-25 Günter Rux GmbH Selbst arretierendes geländer
JP2003268970A (ja) * 2002-03-19 2003-09-25 Rarikku:Kk 仮設要素の結合金具及び仮設要素の結合方法
EP1426524A2 (de) * 2002-12-03 2004-06-09 Rux Sales and Services GmbH Baugerüst
JP2004324353A (ja) * 2003-04-28 2004-11-18 Rarikku:Kk 仮設用結合金具
JP2008057253A (ja) * 2006-08-31 2008-03-13 Hoshin:Kk 足場・支保工兼用機材
EP2354375A1 (de) * 2010-01-14 2011-08-10 Jerslev Stilladsservice A/S Gerüstsystem

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017223082A (ja) * 2016-06-17 2017-12-21 Ｊｆｅ機材フォーミング株式会社 先行手すり
EP3489435A1 (de) * 2017-11-27 2019-05-29 Tobler AG Befestigungselement, gerüst, verfahren zur herstellung eines gerüstes
WO2019238154A1 (de) * 2018-06-14 2019-12-19 Wilhelm Layher Verwaltungs-Gmbh Einzelner gerüststiel
AU2019284413B2 (en) * 2018-06-14 2022-12-15 Wilhelm Layher Verwaltungs-Gmbh Individual scaffolding post
EP3670785A1 (de) * 2018-12-21 2020-06-24 Peri Gmbh Anschlusskopf für das rohrprofil eines modulgerüstbauteils in form einer vertikaldiagonalen und vertikaldiagonale
EP3839172A1 (de) * 2019-12-20 2021-06-23 Tobler AG Geländerholm zur montage eines vorlaufenden geländers, vorlaufendes geländer zur temporären fallsicherung einer neu zu erstellenden gerüstetage, gerüst für bau-, reparatur- und/oder montagearbeiten und verfahren zum aufbau eines gerüsts
DE102020118874A1 (de) 2020-07-16 2022-01-20 Altrad Plettac Assco Gmbh Voreilende Geländerstange
WO2023227154A1 (de) 2022-05-24 2023-11-30 Wilhelm Layher Verwaltungs-Gmbh Gelaenderelement, baugeruest mit einem derartigen gelaenderelement und verfahren zur demontage eines derartigen gelaenderelements
DE102022113064A1 (de) 2022-05-24 2023-11-30 Wilhelm Layher Verwaltungs-Gmbh Geländerelement, baugerüst mit einem derartigen geländerelement und verfahren zur demontage eines derartigen geländerelements

Also Published As

Publication number Publication date
DK3012385T3 (en) 2018-11-26
EP3012385B1 (de) 2018-08-15

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