EP3045612A1 - Frame element, in particular for a building scaffold - Google Patents

Frame element, in particular for a building scaffold Download PDF

Info

Publication number
EP3045612A1
EP3045612A1 EP16150463.4A EP16150463A EP3045612A1 EP 3045612 A1 EP3045612 A1 EP 3045612A1 EP 16150463 A EP16150463 A EP 16150463A EP 3045612 A1 EP3045612 A1 EP 3045612A1
Authority
EP
European Patent Office
Prior art keywords
spar
horizontal
scaffolding
free end
horizontal spar
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
EP16150463.4A
Other languages
German (de)
French (fr)
Other versions
EP3045612B1 (en
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.)
Wilhelm Layher Verwaltungs GmbH
Original Assignee
Wilhelm Layher Verwaltungs GmbH
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 Wilhelm Layher Verwaltungs GmbH filed Critical Wilhelm Layher Verwaltungs GmbH
Priority to PL16150463T priority Critical patent/PL3045612T3/en
Publication of EP3045612A1 publication Critical patent/EP3045612A1/en
Application granted granted Critical
Publication of EP3045612B1 publication Critical patent/EP3045612B1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G1/00—Scaffolds primarily resting on the ground
    • E04G1/14—Comprising essentially pre-assembled two-dimensional frame-like elements, e.g. of rods in L- or H-shape, with or without bracing
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/001—Safety or protective measures against falling down relating to scaffoldings
    • 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
    • E04G5/06—Consoles; Brackets
    • 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

Definitions

  • the present invention relates to a scaffolding element which can be used, for example, in a scaffolding, in order to be able to provide protection against the falling down of objects or persons in an upper region of a scaffold.
  • a scaffolding element which can be used, for example, in a scaffolding, in order to be able to provide protection against the falling down of objects or persons in an upper region of a scaffold.
  • Such generally L-shaped with a substantially vertical to be oriented vertical spar and an associated or away from this extending and substantially horizontally oriented horizontal spar constructed scaffolding elements are generally referred to as a protective grid supports and offer the possibility in the field of horizontal beams in General lattice-like protection nets or rigid grille to install.
  • a scaffolding element in particular for a scaffolding, comprising a substantially vertically oriented vertical beam and a substantially horizontally oriented, extending from the vertical spar away horizontal spar, the horizontal spar in its remote from the vertical spar free end a first scaffold connection formation for connecting the horizontal spar in its free end region to a scaffold, further comprising a at the free end portion of the horizontal spar detachably mounted or attachable Horizontalholmverinrungselement.
  • Horizontal spar in the scaffold element constructed according to the invention, depending on the use thereof, in connection with differently dimensioned scaffolds Horizontal spar can be used either in its initial length to allow connection to a scaffold, or it can be extended with the horizontal spar extension element, so that one and the same scaffolding element can also be used for scaffolding with greater width. This reduces the number of scaffolding elements to be provided for the construction of a scaffold. In order to achieve the desired variability in use, it is only necessary to maintain available in association with the scaffolding elements or at least a portion of the scaffolding horizontal stretcher extension elements and tie them when needed to the horizontal struts.
  • the horizontal spar is designed as a hollow component at least in its free end region and that the horizontal spar extension element comprises a coupling region introduced or to be introduced into the free end region of the horizontal spar ,
  • an inner peripheral contour, preferably inner square profile, of the horizontal spar in its free end region corresponds to an outer peripheral contour, preferably external square profile, of the horizontal spar extension element in its coupling region.
  • the horizontal spar extension in its free end region of the horizontal spar to be positioned at a distance free end region comprises a second Gerüstanitatisformation for connecting the horizontal spar extension element in its free end to a frame ,
  • a stable coupling of the scaffold element to a scaffold can be achieved, for example, in that the first scaffold connection formation and / or the second scaffold connection formation comprises at least a first opening for passage of a substantially vertically oriented connecting mandrel of a scaffold and at least one second opening for passage of a locking bolt.
  • an opening center axis of the at least one first opening and an opening center axis of the at least one second opening are oriented substantially orthogonally to one another and / or intersect each other.
  • At least a third opening is provided at the coupling region of the horizontal spar extension element, wherein for coupling the horizontal spar extension element with the horizontal spar the at least one third opening in the coupling region of the horizontal spar extension element and the at least one second opening of the first framework attachment formation of the horizontal spar are positioned overlapping each other or can be positioned to receive a locking bolt passing through the same.
  • a third scaffold connection formation for connecting the vertical spar in this end area to a scaffold is provided in an end region of the vertical spar connected to the horizontal spar.
  • the scaffold element according to the invention when the scaffold element according to the invention is to be used to provide a protective grid support, it is advantageous if the scaffold element is substantially L-shaped.
  • the invention further relates to a scaffold, in particular scaffolding, comprising at least one scaffolding element with the structure described above.
  • the Fig. 1 shows the upper portion, so for example, the area to be positioned near a roof to be positioned of a generally designated 10 scaffolding, for example scaffolding.
  • This framework 10 comprises in its illustrated upper region an L-shaped scaffolding element 12 with a substantially vertically oriented or oriented to vertical spar 14 and a substantially horizontally oriented or horizontal beam to be oriented 16.
  • the vertical spar 14 is in a frame 10 in the bottom to positioning end portion 18, for example, connected by welding to the horizontal spar 16.
  • the horizontal spar 14 and the vertical spar 16 are advantageously designed as hollow components, for example, the vertical spar 14 may be formed with a substantially circular profile, while the horizontal spar 16 may be formed with square profile.
  • a plurality of fastening elements 20 are provided on the vertical spar 14, to which substantially horizontally orientable railing elements, for example a grid-like protective net or a rigid protective grid, can be connected.
  • first framework connection formation 24 In its end region 22 remote from the vertical spar 14, the horizontal beam 16 is formed with a first framework connection formation 24. This includes a first Opening 26 with an opening axis A 1 to be oriented substantially vertically.
  • first opening 26 On both sides of the first opening 26 respective second openings 32 are provided, which have a common opening center axis A 2 .
  • the openings 26 and 32 are positioned so that their opening center axes A 1 , A 2 intersect and are substantially orthogonal to each other.
  • a horizontal beam extension element 34 is constructed with a coupling region 36. This has a square outer contour and can be inserted into the free end portion 22 of the formed as a hollow component with square inner contour Horizontalholms16.
  • a step-like extension 38 defines a slot stop.
  • the horizontal rail extension element 34 can be inserted into one another and fixed to one another, e.g. Versch formaten, two hollow components are obtained.
  • the coupling area 36 has third openings 40. When inserted into the free end portion 22 coupling portion 36, these are aligned with the second openings 32 so that a locking pin 42 can be passed through these aligned openings 32, 40 and secured by a locking pin 44. In this way, the horizontal beam extension element 34 can be fixedly attached to the free end region 22 of the horizontal spar 16.
  • a second scaffold connection formation 48 is provided on a free end region 46 of the horizontal spar extension element 34 to be positioned away from the free end region 22 of the horizontal spar 16.
  • the second scaffold connection formation 48 is constructed like the first scaffold connection formation 24 and comprises a first opening 26 with an opening opening axis A 1 oriented substantially vertically or to be orientated.
  • respective first openings 32 are on both sides of the free end region 46 of the horizontal spar extension element 34 provided that is substantially horizontally oriented and have to be oriented opening center axis A 2 which intersects the opening center axis A 1 of the first opening 26 du is an orthogonal thereto.
  • the horizontal spar 16 or the horizontal spar extension element 34 provided thereon can be guided with its first opening 26 over the vertically oriented connecting mandrel 30 of the scaffold element 28.
  • the vertical spar 14 with a framework region 50 formed in the end region 18 thereof is also attached to a further connecting mandrel provided on the framework element 28 and vertically upwardly projecting therefrom, or pushed onto it.
  • the arrangement may be such that, when the vertical spar 14 rests on a vertical spar 52 of the scaffold member 28 positioned thereunder, the second openings 32 of the horizontal spar extension member 34 are aligned with a corresponding opening in the tie bar 30 and a locking bolt can be passed through these openings. Also, the second openings 32 of the third Gerüstanitatisformation 50 are aligned in this state with an opening in a vertically upwardly projecting from the vertical spar 52 connecting mandrel, so that here also a locking bolt can be passed.
  • the inventively constructed L-shaped scaffold element 12 for example, as a protective grid support to scaffolds 10 with differently shaped and the scaffold element 12 supporting scaffolding elements 28 may be attached.
  • the scaffolding element 12 according to the invention supporting scaffold element 28 is constructed with two spaced apart vertical beams 52, 54 and at least one of these interconnecting in their upper region horizontal spar 56.
  • the two vertical beams 52, 54 are connected by a horizontal spar, so that, for example, a scaffolding element 28 carrying the scaffolding element 12 according to the invention is provided with a substantially rectangular shape with two horizontal beams and two vertical beams.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mutual Connection Of Rods And Tubes (AREA)
  • Movable Scaffolding (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

Ein Gerüstelement, insbesondere für ein Baugerüst, umfasst einen im Wesentlichen vertikal zu orientierenden Vertikalholm (14) und einen im Wesentlichen horizontal zu orientierenden, von dem Vertikalholm (14) sich weg erstreckenden Horizontalholm (16), wobei der Horizontalholm (16) in seinem vom Vertikalholm (14) entfernt positionierten freien Endbereich (22) eine erste Gerüstanbindungsformation (24) zum Anbinden des Horizontalhoms (16) in seinem freien Endbereich (22) an ein Gerüst (10) aufweist, ferner umfassend ein an dem freien Endbereich (22) des Horizontalholms (16) lösbar angebrachtes oder anbringbares Horizontalholmverlängerungselement (34).A scaffolding element, in particular for a scaffolding, comprises a substantially vertically oriented vertical spar (14) and a substantially horizontally oriented, extending from the vertical spar (14) extending horizontal spar (16), wherein the horizontal spar (16) in his from Vertical beam (14) positioned away from the free end region (22) has a first Gerüstanbindungsformation (24) for connecting the Horizontalhoms (16) in its free end region (22) to a frame (10), further comprising at the free end portion (22) of Horizontal spar (16) removably mounted or attachable horizontal spar extension element (34).

Description

Die vorliegende Erfindung betrifft ein Gerüstelement, das beispielsweise in einem Baugerüst eingesetzt werden kann, um in einem oberen Bereich eines Gerüsts einen Schutz gegen das Herabfallen von Gegenständen bzw. Personen vorsehen zu können. Derartige im Allgemeinen L-förmig mit einem im Wesentlichen vertikal zu orientierenden Vertikalholm und einem damit verbundenen bzw. von diesem sich weg erstreckenden und im Wesentlichen horizontal zu orientierenden Horizontalholm aufgebaute Gerüstelemente werden allgemein auch als Schutzgitterstützen bezeichnet und bieten die Möglichkeit, im Bereich der Horizontalholme im Allgemeinen gitterartig ausgestaltete Schutznetze oder starre Schutzgitter anzubringen. Um derartige Gerüstelemente bzw. Schutzgitterstützen bei Baugerüsten verschiedener Breite einsetzen zu können, ist es erforderlich, Schutzgitterstützen mit verschiedener Horizontalholmlänge bereitzuhalten.The present invention relates to a scaffolding element which can be used, for example, in a scaffolding, in order to be able to provide protection against the falling down of objects or persons in an upper region of a scaffold. Such generally L-shaped with a substantially vertical to be oriented vertical spar and an associated or away from this extending and substantially horizontally oriented horizontal spar constructed scaffolding elements are generally referred to as a protective grid supports and offer the possibility in the field of horizontal beams in General lattice-like protection nets or rigid grille to install. In order to be able to use such scaffolding elements or protective grid supports in scaffoldings of various widths, it is necessary to provide protective grid supports with different horizontal length.

Es ist die Aufgabe der vorliegenden Erfindung, ein Gerüstelement, insbesondere für ein Baugerüst, vorzusehen, welches in einfacher Art und Weise an verschiedene Außengestaltungen eines Gerüsts angepasst werden kann.It is the object of the present invention to provide a scaffolding element, in particular for a scaffolding, which can be adapted in a simple manner to different external designs of a scaffold.

Erfindungsgemäß wird diese Aufgabe gelöst durch ein Gerüstelement, insbesondere für ein Baugerüst, umfassend einen im Wesentlichen vertikal zu orientierenden Vertikalholm und einen im Wesentlichen horizontal zu orientierenden, von dem Vertikalholm sich weg erstreckenden Horizontalholm, wobei der Horizontalholm in seinem vom Vertikalholm entfernt positionierten freien Endbereich eine erste Gerüstanbindungsformation zum Anbinden des Horizontalholms in seinem freien Endbereich an ein Gerüst aufweist, ferner umfassend ein an dem freien Endbereich des Horizontalholms lösbar angebrachtes oder anbringbares Horizontalholmverlängerungselement.According to the invention, this object is achieved by a scaffolding element, in particular for a scaffolding, comprising a substantially vertically oriented vertical beam and a substantially horizontally oriented, extending from the vertical spar away horizontal spar, the horizontal spar in its remote from the vertical spar free end a first scaffold connection formation for connecting the horizontal spar in its free end region to a scaffold, further comprising a at the free end portion of the horizontal spar detachably mounted or attachable Horizontalholmverlängerungselement.

Bei dem erfindungsgemäß aufgebauten Gerüstelement kann, je nach Einsatz desselben, in Verbindung mit verschieden dimensionierten Gerüsten der Horizontalholm entweder in seiner Ausgangslänge genutzt werden, um eine Anbindung an ein Gerüst zu ermöglichen, oder er kann mit dem Horizontalholmverlängerungselement verlängert werden, so dass ein- und dasselbe Gerüstelement auch für Gerüste mit größerer Breite genutzt werden kann. Dies verringert die Anzahl der zum Aufbau eines Gerüsts bereitzuhaltenden Gerüstelemente. Um die gewünschte Variabilität im Einsatz erreichen zu können, ist es lediglich erforderlich, in Zuordnung zu den Gerüstelementen oder zumindest einem Teil der Gerüstelemente Horizontalholmverlängerungselemente bereitzuhalten und diese bei Bedarf an die Horizontalholme anzubinden.In the scaffold element constructed according to the invention, depending on the use thereof, in connection with differently dimensioned scaffolds Horizontal spar can be used either in its initial length to allow connection to a scaffold, or it can be extended with the horizontal spar extension element, so that one and the same scaffolding element can also be used for scaffolding with greater width. This reduces the number of scaffolding elements to be provided for the construction of a scaffold. In order to achieve the desired variability in use, it is only necessary to maintain available in association with the scaffolding elements or at least a portion of the scaffolding horizontal stretcher extension elements and tie them when needed to the horizontal struts.

Um in einfacher, gleichwohl jedoch stabiler Art und Weise ein Horizontalholmverlängerungselement an einen Horizontalholm anbinden zu können, wird vorgeschlagen, dass der Horizontalholm wenigstens in seinem freien Endbereich als Hohlbauteil ausgebildet ist und dass das Horizontalholmverlängerungselement einen in den freien Endbereich des Horizontalholms eingeführten oder einzuführenden Kopplungsbereich umfasst. Insbesondere kann hierzu vorgesehen sein, dass eine Innenumfangskontur, vorzugsweise Innenvierkantprofil, des Horizontalholms in seinem freien Endbereich einer Außenumfangskontur, vorzugsweise Außenvierkantprofil, des Horizontalholmverlängerungselements in seinem Kopplungsbereich entspricht.In order to be able to connect a horizontal spar extension element to a horizontal spar in a simple, but nevertheless stable manner, it is proposed that the horizontal spar is designed as a hollow component at least in its free end region and that the horizontal spar extension element comprises a coupling region introduced or to be introduced into the free end region of the horizontal spar , In particular, it may be provided for this purpose that an inner peripheral contour, preferably inner square profile, of the horizontal spar in its free end region corresponds to an outer peripheral contour, preferably external square profile, of the horizontal spar extension element in its coupling region.

Um bei an einen Horizontalholm angebundenem Horizontalholmverlängerungselement dessen Verbindbarkeit mit einem Gerüst zu gewährleisten, wird vorgeschlagen, dass das Horizontalholmverlängerungselement in seinem von dem freien Endbereich des Horizontalholms in Abstand zu positionierenden freien Endbereich eine zweite Gerüstanbindungsformation zum Anbinden des Horizontalholmverlängerungselements in seinem freien Endbereich an ein Gerüst umfasst.In order to ensure connected to a horizontal spar horizontal beam extension element connectability to a scaffold, it is proposed that the horizontal spar extension in its free end region of the horizontal spar to be positioned at a distance free end region comprises a second Gerüstanbindungsformation for connecting the horizontal spar extension element in its free end to a frame ,

Eine stabile Kopplung des Gerüstelements mit einem Gerüst kann beispielsweise dadurch erreicht werden, dass die erste Gerüstanbindungsformation oder/und die zweite Gerüstanbindungsformation wenigstens eine erste Öffnung zur Hindurchführung eines im Wesentlichen vertikal orientierten Anbindungsdorns eines Gerüsts sowie wenigstens eine zweite Öffnung zur Hindurchführung eines Arretierbolzens umfasst.A stable coupling of the scaffold element to a scaffold can be achieved, for example, in that the first scaffold connection formation and / or the second scaffold connection formation comprises at least a first opening for passage of a substantially vertically oriented connecting mandrel of a scaffold and at least one second opening for passage of a locking bolt.

Um mit einem derartigen Arretierbolzen eine zuverlässige Anbindungswechselwirkung mit einem Anbindungsdorn eines Gerüsts erreichen zu können, wird vorgeschlagen, dass eine Öffnungsmittenachse der wenigstens einen ersten Öffnung und eine Öffnungsmittenachse der wenigstens einen zweiten Öffnung zueinander im Wesentlichen orthogonal orientiert sind oder/und einander schneiden.In order to be able to achieve a reliable connection interaction with a connecting mandrel of a framework with such a locking bolt, it is proposed that an opening center axis of the at least one first opening and an opening center axis of the at least one second opening are oriented substantially orthogonally to one another and / or intersect each other.

Um die erste Gerüstanbindungsformation des Horizontalholms auch zur festen Kopplung mit dem Horizontalholmverlängerungselement nutzen zu können, wird vorgeschlagen, dass am Kopplungsbereich des Horizontalholmverlängerungselements wenigstens eine dritte Öffnung vorgesehen ist, wobei zur Kopplung des Horizontalholmverlängerungselements mit dem Horizontalholm die wenigstens eine dritte Öffnung im Kopplungsbereich des Horizontalholmverlängerungselements und die wenigstens eine zweite Öffnung der ersten Gerüstanbindungsformation des Horizontalholms einander überlappend positioniert oder positionierbar sind zur Aufnahme eines diese durchsetzenden Arretierbolzens.In order to use the first skeleton connection formation of the horizontal spar for fixed coupling with the horizontal spar extension element, it is proposed that at least a third opening is provided at the coupling region of the horizontal spar extension element, wherein for coupling the horizontal spar extension element with the horizontal spar the at least one third opening in the coupling region of the horizontal spar extension element and the at least one second opening of the first framework attachment formation of the horizontal spar are positioned overlapping each other or can be positioned to receive a locking bolt passing through the same.

Um auch im Bereich des Vertikalholms eine stabile Anbindung an ein Gerüst gewährleisten zu können, wird vorgeschlagen, dass in einem mit dem Horizontalholm verbundenen Endbereich des Vertikalholms eine dritte Gerüstanbindungsformation zum Anbinden des Vertikalholms in diesem Endbereich an ein Gerüst vorgesehen ist.In order to be able to ensure a stable connection to a scaffold also in the area of the vertical spar, it is proposed that a third scaffold connection formation for connecting the vertical spar in this end area to a scaffold is provided in an end region of the vertical spar connected to the horizontal spar.

Insbesondere dann, wenn das erfindungsgemäße Gerüstelement zur Bereitstellung einer Schutzgitterstütze eingesetzt werden soll, ist es vorteilhaft, wenn das Gerüstelement im Wesentlichen L-förmig ausgebildet ist.In particular, when the scaffold element according to the invention is to be used to provide a protective grid support, it is advantageous if the scaffold element is substantially L-shaped.

Die Erfindung betrifft ferner ein Gerüst, insbesondere Baugerüst, umfassend wenigstens ein Gerüstelement mit dem vorangehend beschriebenen Aufbau.The invention further relates to a scaffold, in particular scaffolding, comprising at least one scaffolding element with the structure described above.

Die vorliegende Erfindung wird nachfolgend mit Bezug auf die beiliegenden Figuren detailliert beschrieben. Es zeigt:

Fig. 1
den oberen Bereich eines Baugerüsts mit einem L-förmigen Gerüstelement;
Fig. 2
in ihren Darstellungen a) und b) perspektivische Darstellungen des Gerüstelements der Fig. 1;
Fig. 3
eine perspektivische Darstellung eines Horizontalholmverlängerungselements des Gerüstelements der Fig. 1;
Fig. 4
eine Seitenansicht des Horizontalholmverlängerungselements der Fig. 3;
Fig. 5
eine Draufsicht auf das Horizontalholmverlängerungselement der Fig. 3.
The present invention will be described below in detail with reference to the accompanying drawings. It shows:
Fig. 1
the upper area of a scaffolding with an L-shaped scaffolding element;
Fig. 2
in their representations a) and b) perspective views of the framework element of Fig. 1 ;
Fig. 3
a perspective view of a Horizontalholmverlängerungselements of the scaffold element of Fig. 1 ;
Fig. 4
a side view of the horizontal beam extension of the Fig. 3 ;
Fig. 5
a plan view of the horizontal beam extension of the Fig. 3 ,

Die Fig. 1 zeigt den oberen Bereich, also beispielsweise den nahe einem aufzubauenden Dach zu positionierenden Bereich eines allgemein mit 10 bezeichneten Gerüsts, beispielsweise Baugerüsts. Dieses Gerüst 10 umfasst in seinem dargestellten oberen Bereich ein L-förmig ausgebildetes Gerüstelement 12 mit einem im Wesentlichen vertikal orientierten oder zu orientierenden Vertikalholm 14 und einem im Wesentlichen horizontal orientierten oder zu orientierenden Horizontalholm 16. Der Vertikalholm 14 ist in einem im Gerüst 10 unten zu positionierenden Endbereich 18 beispielsweise durch Verschweißung mit dem Horizontalholm 16 verbunden. Der Horizontalholm 14 und der Vertikalholm 16 sind vorteilhafterweise als Hohlbauteile ausgebildet, wobei beispielsweise der Vertikalholm 14 mit im Wesentlichen kreisrundem Profil ausgebildet sein kann, während der Horizontalholm 16 mit Vierkantprofil ausgebildet sein kann.The Fig. 1 shows the upper portion, so for example, the area to be positioned near a roof to be positioned of a generally designated 10 scaffolding, for example scaffolding. This framework 10 comprises in its illustrated upper region an L-shaped scaffolding element 12 with a substantially vertically oriented or oriented to vertical spar 14 and a substantially horizontally oriented or horizontal beam to be oriented 16. The vertical spar 14 is in a frame 10 in the bottom to positioning end portion 18, for example, connected by welding to the horizontal spar 16. The horizontal spar 14 and the vertical spar 16 are advantageously designed as hollow components, for example, the vertical spar 14 may be formed with a substantially circular profile, while the horizontal spar 16 may be formed with square profile.

Um am Gerüst 10 Sicherungsmaßnahmen vorsehen zu können, sind am Vertikalholm 14 mehrere Befestigungselemente 20 vorgesehen, mit welchen im Wesentlichen horizontal zu orientierende Geländerelemente, ein beispielsweise gitterartiges Schutznetz oder ein starres Schutzgitter verbunden werden können.In order to be able to provide securing measures on the framework 10, a plurality of fastening elements 20 are provided on the vertical spar 14, to which substantially horizontally orientable railing elements, for example a grid-like protective net or a rigid protective grid, can be connected.

In seinem vom Vertikalholm 14 entfernten Endbereich 22 ist der Hoirzontalholm 16 mit einer ersten Gerüstanbindungsformation 24 ausgebildet. Diese umfasst eine erste Öffnung 26 mit einer im Wesentlichen vertikal zu orientierenden Öffnungsmittenachse A1. Ein an einem das Gerüstelement 12 tragenden Gerüstelement 28 vorgesehener, sich im Wesentlichen vertikal ersteckender Anbindungsdorn 30 kann durch die erste Öffnung 26 der ersten Gerüstanbindungsformation hindurch geführt werden.In its end region 22 remote from the vertical spar 14, the horizontal beam 16 is formed with a first framework connection formation 24. This includes a first Opening 26 with an opening axis A 1 to be oriented substantially vertically. A connecting mandrel 30, which is provided on a framework element 12 carrying the framework element 12 and extends substantially vertically, can be guided through the first opening 26 of the first framework connection formation.

Beidseits der ersten Öffnung 26 sind jeweilige zweite Öffnungen 32 vorgesehen, welche eine gemeinsame Öffnungsmittenachse A2 aufweisen. Die Öffnungen 26 und 32 sind so positioniert, dass ihre Öffnungsmittenachsen A1, A2 sich schneiden und zueinander im Wesentlichen orthogonal stehen.On both sides of the first opening 26 respective second openings 32 are provided, which have a common opening center axis A 2 . The openings 26 and 32 are positioned so that their opening center axes A 1 , A 2 intersect and are substantially orthogonal to each other.

Ein Horizontalholmverlängerungselement 34 ist mit einem Kopplungsbereich 36 aufgebaut. Dieser weist eine Vierkant-Außenkontur auf und kann in den freien Endbereich 22 des als Hohlbauteil mit Vierkant-Innenkontur ausgebildeten Horizontalholms16 eingeschoben werden. Eine stufenartige Erweiterung 38 definiert einen Einschubanschlag. Beispielsweise kann das Horizontalholmverlängerungselement 34 durch ineinander Einschieben und aneinander Festlegen, z.B. Verscheißen, zweier Hohlbauteile erhalten werden. Entsprechend den zweiten Öffnungen 32 der ersten Gerüstanbindungsformation 24, weist der Kopplungsbereich 36 dritten Öffnungen 40 auf. Bei in den freien Endbereich 22 eingeschobenem Kopplungsbereich 36 sind diese mit den zweiten Öffnungen 32 ausgerichtet, so dass ein Arretierbolzen 42 durch diese fluchtenden Öffnungen 32, 40 hindurchgeführt und durch einen Sicherungsstift 44 gesichert werden kann. Auf diese Art und Weise kann das Horizontalholmverlängerungselement 34 am freien Endbereich 22 des Horizontalholms 16 fest angebracht werden.A horizontal beam extension element 34 is constructed with a coupling region 36. This has a square outer contour and can be inserted into the free end portion 22 of the formed as a hollow component with square inner contour Horizontalholms16. A step-like extension 38 defines a slot stop. For example, the horizontal rail extension element 34 can be inserted into one another and fixed to one another, e.g. Verscheißen, two hollow components are obtained. Corresponding to the second openings 32 of the first framework connection formation 24, the coupling area 36 has third openings 40. When inserted into the free end portion 22 coupling portion 36, these are aligned with the second openings 32 so that a locking pin 42 can be passed through these aligned openings 32, 40 and secured by a locking pin 44. In this way, the horizontal beam extension element 34 can be fixedly attached to the free end region 22 of the horizontal spar 16.

An einem vom freien Endbereich 22 des Horizontalholms 16 entfernt zu positionierenden freien Endbereich 46 des Horizontalholmverlängerungselements 34 ist eine zweite Gerüstanbindungsformation 48 vorgesehen. Die zweite Gerüstanbindungsformation 48 ist so aufgebaut wie die erste Gerüstanbindungsformation 24 und umfasst eine erste Öffnung 26 mit im Wesentlichen vertikal orientierter oder zu orientierender Öffnungsmittenachse A1. Ferner sind an beiden Seiten des freien Endbereichs 46 des Horizontalholmverlängerungselements 34 jeweilige erste Öffnungen 32 vorgesehen, welche eine im Wesentlichen horizontal orientierte bzw. zu orientierende Öffnungsmittenachse A2 aufweisen, welche die Öffnungsmittenachse A1 der ersten Öffnung 26 schneidet du dazu orthogonal steht.A second scaffold connection formation 48 is provided on a free end region 46 of the horizontal spar extension element 34 to be positioned away from the free end region 22 of the horizontal spar 16. The second scaffold connection formation 48 is constructed like the first scaffold connection formation 24 and comprises a first opening 26 with an opening opening axis A 1 oriented substantially vertically or to be orientated. Further, respective first openings 32 are on both sides of the free end region 46 of the horizontal spar extension element 34 provided that is substantially horizontally oriented and have to be oriented opening center axis A 2 which intersects the opening center axis A 1 of the first opening 26 du is an orthogonal thereto.

Wie die Fig. 1 dies zeigt, kann bei der Anbringung des Gerüstelements 12 an einem darunter positioniertem bzw. zu positionierenden Gerüstelement 28 des Gerüsts 10 der Horizontalholm 16 bzw. das daran vorgesehene Horizontalholmverlängerungselement 34 mit seiner ersten Öffnung 26 über den Vertikal orientierten Anbindungsdorn 30 des Gerüstelements 28 geführt werden. Gleichzeitig wird auch der Vertikalholm 14 mit einem im Endbereich 18 desselben gebildeten Gerüstanbindungsbereich 50 an einem weiteren am Gerüstelement 28 vorgesehenen und von diesem vertikal nach oben vorstehenden Anbindungsdorn angebracht bzw. auf diesen aufgeschoben. Die Anordnung kann derart sein, dass dann, wenn der Vertikalholm 14 auf einem Vertikalholm 52 des darunter positionierten Gerüstelements 28 aufsteht, die zweiten Öffnungen 32 des Horizontalholmverlängerungselements 34 mit einer entsprechenden Öffnung im Anbindungsdorn 30 ausgerichtet sind und ein Arretierbolzen durch diese Öffnungen hindurchgeführt werden kann. Auch die zweiten Öffnungen 32 der dritten Gerüstanbindungsformation 50 fluchten in diesem Zustand mit einer Öffnung in einem vom Vertikalholm 52 nach oben vorstehenden Anbindungsdorn, so dass auch hier ein Arretierbolzen hindurchgeführt werden kann.As the Fig. 1 this shows, when the scaffold element 12 is attached to a scaffold element 28 of the scaffold 10 positioned or to be positioned underneath, the horizontal spar 16 or the horizontal spar extension element 34 provided thereon can be guided with its first opening 26 over the vertically oriented connecting mandrel 30 of the scaffold element 28. At the same time, the vertical spar 14 with a framework region 50 formed in the end region 18 thereof is also attached to a further connecting mandrel provided on the framework element 28 and vertically upwardly projecting therefrom, or pushed onto it. The arrangement may be such that, when the vertical spar 14 rests on a vertical spar 52 of the scaffold member 28 positioned thereunder, the second openings 32 of the horizontal spar extension member 34 are aligned with a corresponding opening in the tie bar 30 and a locking bolt can be passed through these openings. Also, the second openings 32 of the third Gerüstanbindungsformation 50 are aligned in this state with an opening in a vertically upwardly projecting from the vertical spar 52 connecting mandrel, so that here also a locking bolt can be passed.

In der vorangehend beschriebenen Art und Weise kann durch das Anbringen eines Horizontalholmverlängerungselements 34 und die dadurch generierte Verlängerung des horizontal zu orientierenden Bereichs des Gerüstelements 12 die Möglichkeit geschaffen werden, dieses Gerüstelement 12 auch an ein Gerüst 10 anzubinden, bei welchem ein unter dem Gerüstelement 12 zu positionierendes Gerüstelement 28 eine vergleichsweise große Breite aufweist. Wird das Gerüst 10 mit schmäleren Gerüstelementen 28 aufgebaut, so kann das Horizontalholmverlängerungselement 34 vom Horizontalholm 16 entfernt werden bzw. wird an diesem nicht angebracht, so dass ein Anbindungsdorn 30 eines dann schmäler dimensionierten Gerüstelements 28 durch die erste Öffnung 26 der ersten Gerüstanbindungsformation 24 am Horizontalholm 16 hindurchgeführt werden kann und durch einen Arretierbolzen daran gesichert werden kann. Da im Allgemeinen zwei Normbreiten für derartige Gerüste 10 bzw. Gerüstelemente 28 vorgesehen sind, also beispielsweise eine Breite von etwa 0,73 Meter und eine Breite von etwa 1,09 Meter, kann durch entsprechende Dimensionierung des Horizontalholms 16 einerseits und des Horizontalholmverlängerungselements 34 andererseits eine einfache Anpassbarkeit an diese beiden allgemein eingesetzten Breiten von Gerüsten 10 gewährleistet werden. Selbstverständlich können auch andere Dimensionierungen bzw. Abmessungskombinationen des Horizontalholms 16 und des Horizontalholmverlängerungselements 34 vorgesehen werden, um eine noch weitergehende Anpassung gewährleisten zu können. Beispielsweise können auch mehrere Horizontalholmverlängerungselemente 34 aufeinander folgend am Horizontalholm 16 vorgesehen werden, um eine noch größere Breite eines Baugerüsts abdecken zu können.In the manner described above, by attaching a Horizontalholmverlängerungselements 34 and thereby generated extension of the horizontally oriented portion of the scaffold element 12, the possibility to connect this scaffolding element 12 to a scaffold 10, in which a below the scaffolding element 12 to positioning scaffolding element 28 has a comparatively large width. If the framework 10 is constructed with narrower scaffolding elements 28, then the horizontal spar extension element 34 can be removed from the horizontal spar 16 or is not attached thereto, so that a connecting mandrel 30 of a then narrower scaffolding element 28 through the first opening 26 of the first skeleton connection formation 24 on the horizontal spar 16 can be passed and secured by a locking bolt on it. As generally two standard widths for such scaffolding 10 or scaffolding elements 28 are provided, so for example, a width of about 0.73 meters and a width of about 1.09 meters, by appropriate dimensioning of the horizontal spar 16 on the one hand and the Horizontalholmverlängerungselements 34 on the other hand, a simple adaptability to these two commonly used widths of Scaffolding 10 can be ensured. Of course, other dimensions or dimension combinations of the horizontal spar 16 and the horizontal spar extension element 34 may be provided in order to ensure an even further adaptation. For example, several Horizontalholmverlängerungselemente 34 can be provided consecutively on the horizontal spar 16 in order to cover an even greater width of a scaffolding can.

Abschließend sei darauf hingewiesen, dass das erfindungsgemäß aufgebaute L-förmige Gerüstelement 12 beispielsweise als Schutzgitterstütze an Gerüsten 10 mit verschieden gestalteten und das Gerüstelement 12 tragenden Gerüstelementen 28 angebracht werden kann. Besonders vorteilhaft ist hier jedoch die Ausgestaltung, bei welcher ein derartiges, das erfindungsgemäß aufgebaute Gerüstelement 12 tragendes Gerüstelement 28 mit zwei in Abstand zueinander liegenden Vertikalholmen 52, 54 und wenigstens einem diese in ihrem oberen Bereich miteinander verbindenden Horizontalholm 56 aufgebaut ist. Vorteilhafterweise sind auch in einem unteren Endbereich die beiden Vertikalholme 52, 54 durch einen Horizontalholm verbunden, so dass beispielsweise ein das erfindungsgemäße Gerüstelement 12 tragendes Gerüstelement 28 mit im Wesentlichen rechteckiger Gestalt mit zwei Horizontalholmen und zwei Vertikalholmen bereitgestellt ist.Finally, it should be noted that the inventively constructed L-shaped scaffold element 12, for example, as a protective grid support to scaffolds 10 with differently shaped and the scaffold element 12 supporting scaffolding elements 28 may be attached. Particularly advantageous here, however, is the embodiment in which such, the scaffolding element 12 according to the invention supporting scaffold element 28 is constructed with two spaced apart vertical beams 52, 54 and at least one of these interconnecting in their upper region horizontal spar 56. Advantageously, in a lower end region, the two vertical beams 52, 54 are connected by a horizontal spar, so that, for example, a scaffolding element 28 carrying the scaffolding element 12 according to the invention is provided with a substantially rectangular shape with two horizontal beams and two vertical beams.

Claims (10)

Gerüstelement, insbesondere für ein Baugerüst, umfassend einen im Wesentlichen vertikal zu orientierenden Vertikalholm (14) und einen im Wesentlichen horizontal zu orientierenden, von dem Vertikalholm (14) sich weg erstreckenden Horizontalholm (16), wobei der Horizontalholm (16) in seinem vom Vertikalholm (14) entfernt positionierten freien Endbereich (22) eine erste Gerüstanbindungsformation (24) zum Anbinden des Horizontalhoms (16) in seinem freien Endbereich (22) an ein Gerüst (10) aufweist, ferner umfassend ein an dem freien Endbereich (22) des Horizontalholms (16) lösbar angebrachtes oder anbringbares Horizontalholmverlängerungselement (34).Scaffolding element, in particular for a scaffolding, comprising a substantially vertically oriented vertical spar (14) and a substantially horizontally oriented, extending from the vertical spar (14) extending horizontal spar (16), wherein the horizontal spar (16) in his from the vertical spar (14) remotely positioned free end region (22) has a first skeleton attachment formation (24) for bonding the horizontal eyelet (16) in its free end region (22) to a framework (10), further comprising one at the free end region (22) of the horizontal spar (16) removably mounted or attachable horizontal rail extension element (34). Gerüstelement nach Anspruch 1,
dadurch gekennzeichnet, dass der Horizontalholm (16) wenigstens in seinem freien Endbereich (22) als Hohlbauteil ausgebildet ist, und dass das Horizontalholmverlängerungselement (34) einen in den freien Endbereich des Horizontalholms (16) eingeführten oder einführbaren Kopplungsbereich (36) umfasst.Scaffolding element according to claim 1,
characterized in that the horizontal spar (16) is formed as a hollow component at least in its free end region (22), and in that the horizontal spar extension element (34) comprises a coupling region (36) introduced or insertable into the free end region of the horizontal spar (16). Gerüstelement nach Anspruch 2,
dadurch gekennzeichnet, dass eine Innenumfangskontur, vorzugsweise Innenvierkantprofil, des Horizontalholms (16) in seinem freien Endbereich (22) einer Außenumfangskontur, vorzugsweise Außenvierkantprofil, des Horizontalholmverlängerungselements (34) seinem Kopplungsbereich (36) entspricht.Scaffolding element according to claim 2,
characterized in that an inner peripheral contour, preferably Innenvierkantprofil, the horizontal spar (16) in its free end region (22) an outer peripheral contour, preferably Außenvierkantprofil, the Horizontalholmverlängerungselements (34) its coupling region (36). Gerüstelement nach einem der Ansprüche 1 bis 3,
dadurch gekennzeichnet, dass das Horizontalholmverlängerungselement (34) in seinem von dem freien Endbereich (22) des Horizontalholms (16) in Abstand zu positionierten oder zu positionierenden freien Endbereich (46) eine zweite Gerüstanbindungsformation (48) zum Anbinden des Horizontalholmverlängerungselements (34) in seinem freien Endbereich (46) an ein Gerüst (10) umfasst.Scaffolding element according to one of claims 1 to 3,
characterized in that the horizontal spar extension element (34) in its from the free end region (22) of the horizontal spar (16) at a distance to be positioned or positioned free end region (46) a second Gerüstanbindungsformation (48) for attaching the Horizontalholmverlängerungselements (34) in his free end region (46) to a frame (10). Gerüstelement nach einem der Ansprüche 1 bis 4,
dadurch gekennzeichnet, dass die erste Gerüstanbindungsformation (24) oder/und die zweite Gerüstanbindungsformation (48) wenigstens eine erste Öffnung (26) zur Hindurchführung eines im Wesentlichen vertikal orientierten Anbindungsdorns (30) eines Gerüsts (10) sowie wenigstens eine zweite Öffnung (32) zur Hindurchführung eines Arretierbolzens (42) umfasst.Scaffolding element according to one of claims 1 to 4,
characterized in that the first framework connection formation (24) or / and the second framework connection formation (48) has at least one first opening (26) for passing through a substantially vertically oriented connection mandrel (30) of a framework (10) and at least one second opening (32). for the passage of a locking bolt (42). Gerüstelement nach Anspruch 5,
dadurch gekennzeichnet, dass eine Öffnungsmittenachse (A1) der wenigstens einen ersten Öffnung (26) und eine Öffnungsmittenachse (A2) der wenigstens einen zweiten Öffnung (32) zueinander im Wesentlichen orthogonal orientiert sind oder/und einander schneiden.Scaffolding element according to claim 5,
characterized in that an opening center axis (A 1 ) of the at least one first opening (26) and an opening center axis (A 2 ) of the at least one second opening (32) are mutually substantially orthogonal oriented and / or intersect each other. Gerüstelement nach Anspruch 2 und einem der Ansprüche 5 oder 6,
dadurch gekennzeichnet, dass am Kopplungsbereich (36) des Horizontalholmverlängerungselements (34) wenigstens eine dritte Öffnung (40) vorgesehen ist, wobei zum Koppeln des Horizontalholmverlängerungselements (34) mit dem Horizontalholm (16) die wenigstens eine dritte Öffnung (40) im Kopplungsbereich (36) des Horizontalholmverlängerungselements (34) und die wenigstens eine zweite Öffnung (32) der ersten Gerüstanbindungsformation (24) des Horizontalholms (16) einander überlappend positioniert oder positionierbar sind zur Aufnahme eines diese durchsetzenden Arretierbolzens (42).Scaffolding element according to claim 2 and one of claims 5 or 6,
characterized in that at least one third opening (40) is provided at the coupling region (36) of the horizontal spar extension element (34), the at least one third opening (40) being coupled in the coupling region (36) for coupling the horizontal spar extension element (34) to the horizontal spar (16) ) of the horizontal spar extension element (34) and the at least one second opening (32) of the first skeleton connection formation (24) of the horizontal spar (16) are positioned overlapping each other or can be positioned to receive a locking pin (42) passing through them. Gerüstelement nach einem der Ansprüche 1 bis 7,
dadurch gekennzeichnet, dass in einem mit dem Horizontalholm (16) verbundenen Endbereich (18) des Vertikalholms (14) eine dritte Gerüstanbindungsformation (50) zur Anbindung des Vertikalholms (14) in diesem Endbereich (18) an einem Gerüst (10) vorgesehen ist.Scaffolding element according to one of claims 1 to 7,
characterized in that in a connected to the horizontal spar (16) end portion (18) of the vertical spar (14) a third Gerüstanbindungsformation (50) for connecting the vertical spar (14) in this end region (18) on a scaffold (10) is provided. Gerüstelement nach einem der Ansprüche 1 bis 8,
dadurch gekennzeichnet, dass das Gerüstelement (16) im Wesentlichen L-förmig ausgebildet ist.Scaffolding element according to one of claims 1 to 8,
characterized in that the framework element (16) is substantially L-shaped. Gerüst, insbesondere Baugerüst, umfassend wenigstens ein Gerüstelement (12) nach einem der vorangehenden Ansprüche.Scaffolding, in particular scaffolding, comprising at least one scaffolding element (12) according to one of the preceding claims.
EP16150463.4A 2015-01-14 2016-01-07 Frame element, in particular for a building scaffold Active EP3045612B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL16150463T PL3045612T3 (en) 2015-01-14 2016-01-07 Frame element, in particular for a building scaffold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102015100485.2A DE102015100485A1 (en) 2015-01-14 2015-01-14 Scaffolding element, in particular for a scaffolding

Publications (2)

Publication Number Publication Date
EP3045612A1 true EP3045612A1 (en) 2016-07-20
EP3045612B1 EP3045612B1 (en) 2020-04-29

Family

ID=55070908

Family Applications (1)

Application Number Title Priority Date Filing Date
EP16150463.4A Active EP3045612B1 (en) 2015-01-14 2016-01-07 Frame element, in particular for a building scaffold

Country Status (4)

Country Link
EP (1) EP3045612B1 (en)
DE (1) DE102015100485A1 (en)
ES (1) ES2798524T3 (en)
PL (1) PL3045612T3 (en)

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2424987A1 (en) * 1978-05-05 1979-11-30 Goubaud Michel Telescopic rail for high level working platform - connects hanging cantilever sub-frames by cotter pins at required length, and includes spigot for post
JP2951274B2 (en) * 1996-10-23 1999-09-20 中央ビルト工業株式会社 Corner railing frame
DE102009049726A1 (en) * 2009-10-17 2011-04-21 Weiss, Johannes Scaffolding for use in facade of building, has horizontal arm with sections pushable into each other and locked in different positions, and connector provided at ends for connecting scaffolding with vertical positioning frames or console

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3850264A (en) * 1973-03-22 1974-11-26 R Salinas Ground supported scaffolding
DE20117454U1 (en) * 2001-10-29 2002-02-21 Layher W Vermogensverw Gmbh Protective grid support for a scaffolding system
DE102009030838A1 (en) * 2009-06-26 2010-12-30 Altrad Plettac Assco Gmbh Scaffold change console

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2424987A1 (en) * 1978-05-05 1979-11-30 Goubaud Michel Telescopic rail for high level working platform - connects hanging cantilever sub-frames by cotter pins at required length, and includes spigot for post
JP2951274B2 (en) * 1996-10-23 1999-09-20 中央ビルト工業株式会社 Corner railing frame
DE102009049726A1 (en) * 2009-10-17 2011-04-21 Weiss, Johannes Scaffolding for use in facade of building, has horizontal arm with sections pushable into each other and locked in different positions, and connector provided at ends for connecting scaffolding with vertical positioning frames or console

Also Published As

Publication number Publication date
EP3045612B1 (en) 2020-04-29
PL3045612T3 (en) 2020-10-19
ES2798524T3 (en) 2020-12-11
DE102015100485A1 (en) 2016-07-14

Similar Documents

Publication Publication Date Title
WO1998007934A1 (en) Dismountable facade scaffold
DE102008034329A1 (en) safety railings
DE202020104196U1 (en) Scaffolding
DE202015106689U1 (en) Fastening device for a scaffold or fall protection and scaffolding or fall protection with it
DE102021004490A1 (en) Modular scaffolding and modular scaffolding bars for such
EP0116679A1 (en) Scaffolding, in particular a construction scaffolding
EP3491205B1 (en) Fastening element
EP3440281A1 (en) Metal fitting for a toe board of a scaffold
EP1268955A1 (en) Self-locking railing
DE202020103146U1 (en) Device for attaching fall protection devices to scaffolding
WO2023143661A1 (en) Railing device
DE102007011716B4 (en) Method for assembling and dismantling a work scaffold and assembly aid for this
EP3045612B1 (en) Frame element, in particular for a building scaffold
EP2439356B1 (en) Maintenance platform for a robot console
DE102021101679A1 (en) Device for attaching a ceiling formwork panel, ceiling formwork, ceiling panel for a ceiling formwork, carrier strip, carrier unit, carrier connection and carrier holder
EP2980333B1 (en) Scaffold with a frame element
DE202013003468U1 (en) Device for supporting at least one console floor on a scaffolding frame and scaffolding with such device
EP3611313A1 (en) Device for fixing of loads on the bottom of a floor of a scaffold
DE202023105830U1 (en) Device for attaching fall protection to scaffolding
DE102015200009B4 (en) Galley exterior wall for rail vehicles
DE102020132056A1 (en) Railing, modular scaffolding, method of erecting a modular scaffolding, and using a railing in a modular scaffolding
DE202020102278U1 (en) Corner console
DE202022101674U1 (en) Device with a seat belt suspension point for high altitude operations
DE10304089A1 (en) Side protection device for scaffold, includes single vertical post that attaches side protection rack to scaffolding support via couplings and perforated disks
DE102021213606A1 (en) slab formwork element

Legal Events

Date Code Title Description
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

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

AX Request for extension of the european patent

Extension state: BA ME

17P Request for examination filed

Effective date: 20161006

RBV Designated contracting states (corrected)

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

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

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

Free format text: STATUS: GRANT OF PATENT IS INTENDED

INTG Intention to grant announced

Effective date: 20191206

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

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

Free format text: STATUS: THE PATENT HAS BEEN GRANTED

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 502016009704

Country of ref document: DE

Representative=s name: RUTTENSPERGER LACHNIT TROSSIN GOMOLL, PATENT- , DE

AK Designated contracting states

Kind code of ref document: B1

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

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: E. BLUM AND CO. AG PATENT- UND MARKENANWAELTE , CH

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502016009704

Country of ref document: DE

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 1263520

Country of ref document: AT

Kind code of ref document: T

Effective date: 20200515

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: SE

Ref legal event code: TRGR

REG Reference to a national code

Ref country code: NL

Ref legal event code: FP

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200429

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200831

Ref country code: NO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200729

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200829

Ref country code: LT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200429

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BG

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200729

Ref country code: RS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200429

Ref country code: HR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200429

Ref country code: LV

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200429

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2798524

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20201211

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200429

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200429

Ref country code: SM

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200429

Ref country code: EE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200429

Ref country code: CZ

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200429

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200429

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502016009704

Country of ref document: DE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200429

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

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

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed

Effective date: 20210201

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200429

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MC

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200429

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: LU

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20210107

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20210131

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20210107

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 1263520

Country of ref document: AT

Kind code of ref document: T

Effective date: 20210107

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20210107

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20210131

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: FR

Payment date: 20230124

Year of fee payment: 8

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: HU

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO

Effective date: 20160107

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: SE

Payment date: 20230119

Year of fee payment: 8

Ref country code: IT

Payment date: 20230120

Year of fee payment: 8

P01 Opt-out of the competence of the unified patent court (upc) registered

Effective date: 20230509

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200429

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200429

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: PL

Payment date: 20231228

Year of fee payment: 9

Ref country code: NL

Payment date: 20240119

Year of fee payment: 9

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: ES

Payment date: 20240223

Year of fee payment: 9

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20200429

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: DE

Payment date: 20240119

Year of fee payment: 9

Ref country code: GB

Payment date: 20240123

Year of fee payment: 9

Ref country code: CH

Payment date: 20240202

Year of fee payment: 9