EP1362150B1 - Cadre d'échaffaudage pour un système d'échafaudage - Google Patents

Cadre d'échaffaudage pour un système d'échafaudage Download PDF

Info

Publication number
EP1362150B1
EP1362150B1 EP02716596.8A EP02716596A EP1362150B1 EP 1362150 B1 EP1362150 B1 EP 1362150B1 EP 02716596 A EP02716596 A EP 02716596A EP 1362150 B1 EP1362150 B1 EP 1362150B1
Authority
EP
European Patent Office
Prior art keywords
scaffolding
bar
scaffolding frame
connection
connection device
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.)
Expired - Lifetime
Application number
EP02716596.8A
Other languages
German (de)
English (en)
Other versions
EP1362150A2 (fr
Inventor
Helmut Kreller
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
Priority claimed from DE10112369.8A external-priority patent/DE10112369B4/de
Application filed by Wilhelm Layher Verwaltungs GmbH filed Critical Wilhelm Layher Verwaltungs GmbH
Publication of EP1362150A2 publication Critical patent/EP1362150A2/fr
Application granted granted Critical
Publication of EP1362150B1 publication Critical patent/EP1362150B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/14—Railings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • 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
    • E04G1/00—Scaffolds primarily resting on the ground
    • E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
    • 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
    • E04G5/16—Struts or stiffening rods, e.g. diagonal rods
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G7/00—Connections between parts of the scaffold
    • E04G7/02—Connections between parts of the scaffold with separate coupling elements

Definitions

  • the present invention relates to a scaffolding frame for a system scaffold with two parallel spaced vertical scaffolding bars, which are connected on the upper side with a U-shaped cross bar and the underside with a cross bar, wherein welded to the front scaffolding bar inside two spaced apart in the longitudinal direction of the scaffold bar receiving devices for connecting railing bars are and a scaffolding frame with connecting devices for balusters.
  • connection device for balusters which is designed as a so-called inner box and is welded directly to the vertical stem of the vertical frame.
  • correspondingly shaped end portions of balusters are introduced from both sides and then clamped by striking a wedge clamped in the inner box.
  • the inner box can be mass produced inexpensively as a serial component.
  • balusters are, in accordance with the applicable regulations, remote from the structure to be equipped Exterior of the scaffolding required. If the wall distance between the framework and the component to be fitted, that is on the inside of the scaffolding, is more than 30 cm (centimeters), the relevant regulations stipulate that either consoles or additional internal guardrails have to be arranged.
  • the arrangement of additional inner railings is required in each case in the assembly of wall units in steel construction halls, since the steelworks initially form no "wall" between the support structures, creating an additional backup of the scaffolding fitters towards the inside of the scaffold, that is towards the building to be equipped, is required.
  • a special component in which the connecting device is welded to a wedge coupling.
  • the wedge coupling is by means of a wedge clamped on the vertical handle fastened.
  • the height at which the connection device must be fastened is not exactly predetermined and must be adjusted each time the connection device is mounted. This significantly increases the time and effort during assembly. Since the special component encloses the scaffold post on all sides, a "glide through the hand" during assembly or disassembly is not possible, which slows the disassembly or assembly speed.
  • connection device for a vertical scaffolding bar, which allows the connection of a further scaffolding rod perpendicular to the vertical scaffold bar.
  • the vertical scaffolding rod has recesses into which a hammer-head-like protrusion unit of the connecting device can be threaded, the bracing of the connecting device on the vertical scaffold rod being effected by striking a slotted wedge between the outer wall of the vertical scaffold rod and the connecting device.
  • the connecting device further comprises a rotatable profile unit, on which the further scaffolding rod can be plugged and connected via a bolt.
  • connection angle of the other scaffolding bar can be varied, so that a structure with a wide variety of circumferential contours can be scaffolded.
  • the US 4,430,019 A also discloses a connecting device for scaffolding bars, in which a hammer head unit can be inserted in a form-fitting manner behind engaging in a groove of a vertical scaffold bar, which is then clamped by means of a wedge.
  • the connection device On the inside protruding, the connection device has a bolt, can be pushed onto the connected framework diagonals via a corresponding recess and connected to it.
  • the FR 2 604 758 A1 discloses a connection device for a vertical scaffolding rod, which has a hammer-head-like projection unit, which can be threaded behind the recess in a vertical rod, then then arranged on the connecting body of the connecting device from above a right angle to the vertical rod Horizontal bar with U-shaped downwards open profile attached and secured with a split pin.
  • the GB 1 092 202 A discloses a connection device which has in its one end region a ring eyelet for connecting further rods and in the opposite end region has a projection unit which can be inserted through corresponding recesses of a vertical framework rod and secured in the opposite end region by pulling a split pin.
  • the DE 197 11 496 A1 discloses a facade scaffold with successively arranged and interconnected by transverse struts in certain vertical distances vertical supports consisting of individual elements, wherein for stiffening purposes diagonal supports are provided. In this case, at least one end of the diagonal supports is arranged engaging by means of a hook in an opening provided in the associated vertical support.
  • the present invention the object or the technical problem of specifying a scaffolding frame for a system framework, which avoids the disadvantages shown in the prior art, can be produced economically, the labor and time required during assembly or Disassembly significantly reduced and ensures a durable and reliable function.
  • connection device has a receiving device for releasably connecting a railing rod and a connection device for detachable connection to the scaffolding frame and the connection device has the projection unit which forms in a recess provided on the scaffold pole or scaffolding. or non-positively releasably connectable,
  • a particularly advantageous embodiment is characterized in that the projection unit is formed like a hammer head, such that it is present in the existing on the scaffold pole or scaffolding frame recess is inserted and engages by rotation, the inner wall of the scaffold bar or scaffolding frame.
  • the recess is formed as a slot.
  • a particularly advantageous development is characterized in that attached to the scaffold bar or scaffolding frame side of the connecting device a base plate, in particular welded, is, on which the projection unit is arranged.
  • the base plate and the projection unit are preferably integrally formed as a casting.
  • a particularly advantageous embodiment is characterized in that an anti-rotation device is provided which secures the connecting device against rotation in the connected state, wherein the anti-rotation device as further on the scaffold stick or scaffolding frame side facing, in particular on Base plate, arranged knobs or projection elements is formed, whose projection length is formed so that adjusts a click or snap effect during rotation of the connection device and in the connected state, the knobs or projection elements abut the outer wall of the trained as a round tube cross-railing railing or scaffolding frame.
  • connection device in the assembled state can be reliably ensured permanently
  • a development is characterized in that the projection length is chosen so large that the rotation of the connection device can be performed only with the aid of a striking tool or lever tool.
  • the scaffolding frame according to the invention with elongated holes for connecting devices offers the following advantages in contrast to the known scaffolding frame with connecting devices with a wedge coupling element:
  • the workload and time required for assembly is significantly reduced.
  • a rotation of the connecting device about the longitudinal axis during fixing is not given because the turning of a wedge for connecting a wedge coupling element is eliminated.
  • a clear fixation in height is guaranteed.
  • An especially great advantage in terms of assembly technology is that a scaffolding frame or scaffolding frame with mounted connection device can slide in the hand of the installer, in particular during disassembly, which is not possible in the known connection device, since this surrounds the scaffolding rod or the handle of a scaffolding frame completely circumferentially.
  • Another advantage is that the connection device ensures a simple throwing and trapping process due to its compact design and light weight, namely because such connection devices are thrown upwards during assembly by an assembly person located in the lower area and vice versa.
  • the scaffolding frame according to the invention represents a significant improvement of a scaffold system that requires additional handrails on the inside.
  • FIG. 1 In a detail perspective shown section of a scaffolding system 50 is seen from its basic structure from her to the known flash scaffold system of the applicant.
  • a framework field is basically constructed of two scaffolding frames 18 arranged at a distance from one another in the longitudinal direction, which have vertical scaffolding bars 19 spaced apart in the transverse direction.
  • the scaffold bars 19 are on the upper side connected to a U-shaped cross bar 28, wherein in the corner region between the cross bar 28 and the vertical bar 19 each have a gusset plate 30 is welded. In the lower end region, the vertical bars 19 are connected to a transverse bar 32.
  • the scaffold bars 19 have the upper side in FIG. 1 Not shown projecting plug-in areas with a relation to the outer diameter in the rod area smaller outside diameter, such that the scaffolding frames 18 are stacked.
  • two receiving devices 12.1 are welded to each front scaffolding bar 19 on the inside, which serve to connect railing rods 14.
  • the structure is such that initially two scaffolding frames 18 are either placed on spindles or put on already existing scaffolding frames 18. Following this, the railing bar (s) 14 are mounted. Then the pads 34 are hooked and finally the diagonal 36 connected.
  • additional railing posts must be arranged on the inside of the scaffold 50 facing the structure to be equipped, for example if the distance to the component to be fitted is greater than 30 cm (centimeters) or if there is no "wall" of the structure to be equipped, for example, in the case of installation of wall elements for steel structures.
  • connection device 10 is releasably connectable, which will be described below.
  • the connecting device 10 has a receiving device 12 which is identical to the known receiving device 12.1 and which can already be economically produced as a large-scale part.
  • a sliding wedge 38 is provided, which serves to jam the terminal portions of the balusters 14.
  • the railing rods 14 each have in their end region a downwardly facing, flat projection 40 which can be inserted from above into the receiving device.
  • the geometry of the receiving device 12 is selected in the exemplary embodiment so that a projection 40 of a railing rod 14 can be introduced from two sides.
  • the wedge 38 is an elongated recess 52, within which runs transversely to a mounted in the receiving device 12 bolt 54. As a result, the wedge 38 is displaceable in the direction of the recess 52 and can be hammered by hammer blow or reversed dissolved.
  • connection device 10 consists in the fact that a base plate 22 is connected by means of welds to the receptacle device 12, which is known per se as a mass-produced component, on the outside of the receptacle 12 facing the connection region of the framework rod 19, to which in turn an outwardly protruding projection unit 20 is formed is, which is designed hammerhead-shaped.
  • the base plate 22 and the projection unit 20 are formed as a one-piece casting and form a connection device 16 for easy connection to a railing rod.
  • each corner region of the base plate 22 further projection elements 26.1 are formed with a projection length V, which form an anti-rotation device 26 when mounted connection device 10.
  • the hammer head of the projection unit 20 has a width BV and a thickness T.
  • this has in the correspondingly required height a slot 24 extending in the longitudinal direction of the bar and having the length LA and the width BA.
  • the length LA and the width BA of the slot 24 are dimensioned such that the hammer head of the projection unit 20 can be passed through the recess 24.
  • connection device 10 takes place in a very simple manner and is in the FIGS. 3a and 3b shown schematically.
  • the connection device with respect to the position of use is rotated by 90 ° (old degree).
  • the projection unit 20 can be inserted into the recess 24 (arrow E).
  • the connection device 10 is rotated by 90 ° (Degree) (arrow D), so that the hammer head of the projection unit 20 engages behind the inner wall of the framework rod 19.
  • the projection elements 26.1 take over in the end position rotated connection device 10, the function of a rotation.
  • the projection length V is chosen so that upon rotation (D) of the connecting device 10, a resistor is first constructed. Once this resistance is overcome, “snaps" the connecting device 10 in its end position (90 ° rotated), wherein the outer sides of the projection elements 26.1 abut the circular cross-sectionally curved outer wall of the scaffolding rod 19.
  • the projection length V is preferably chosen so that in order to overcome the resistance against rotation, a lever tool, such as a lathe hammer, must be used and twisting by hand is not possible.

Landscapes

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

Claims (9)

  1. Cadre d'échafaudage (18) pour un système d'échafaudage, comprenant :
    - deux barres d'échafaudage verticales (19) disposées parallèlement à distance l'une de l'autre,
    - qui sont connectées du côté supérieur par une traverse en forme de U (28) et du côté inférieur par une barre transversale,
    - deux dispositifs de réception espacés dans la direction longitudinale de la barre d'échafaudage (19) pour le raccordement de balustres (14) étant soudés à la barre d'échafaudage avant (19) du côté intérieur,
    caractérisé en ce que
    la barre d'échafaudage arrière opposée (19) présente du côté intérieur deux évidements (24) espacés dans la direction longitudinale de la barre d'échafaudage, réalisés sous forme de trous oblongs, les trous oblongs étant à chaque fois situés approximativement au même niveau en hauteur que les dispositifs de réception, en regard de ceux-ci, de la barre d'échafaudage avant (19), s'étendant dans la direction longitudinale de la barre et l'unité saillante (20) d'un dispositif de raccordement (10) pour le raccordement amovible de balustres (14) étant raccordée ou pouvant être raccordée de manière amovible dans chacun des évidements (24) par engagement par correspondance de formes et/ou par force.
  2. Cadre d'échafaudage selon la revendication 1,
    caractérisé en ce que
    - le dispositif de raccordement (10) présente un dispositif de réception (12) pour le raccordement amovible d'une balustre (14) et un organe de raccordement (16) pour le raccordement amovible au cadre d'échafaudage (18) et
    - l'organe de raccordement (16) présente l'unité saillante (20) qui est raccordée de manière amovible par engagement par correspondance de formes et/ou par force dans l'évidement (24) prévu au niveau de la barre d'échafaudage (19) du cadre d'échafaudage (18).
  3. Cadre d'échafaudage selon la revendication 2,
    caractérisé en ce que
    l'unité saillante (20) est réalisée en forme de tête de marteau de telle sorte qu'elle puisse être introduite dans l'évidement (24) prévu au niveau de la barre d'échafaudage (19) ou du cadre d'échafaudage (18), et vienne en prise par l'arrière par rotation avec la paroi intérieure de la barre d'échafaudage (19), respectivement du cadre d'échafaudage (18).
  4. Cadre d'échafaudage selon la revendication 2 ou 3,
    caractérisé en ce
    qu'une plaque de base (22) est fixée, en particulier soudée, sur le côté du dispositif de raccordement (10) tourné vers la barre d'échafaudage (19) du cadre d'échafaudage (18), sur laquelle plaque de base est disposée l'unité saillante (20).
  5. Cadre d'échafaudage selon la revendication 4,
    caractérisé en ce que
    la plaque de base (22) et l'unité saillante (20) sont réalisées d'une seule pièce sous forme de pièce coulée.
  6. Cadre d'échafaudage selon l'une ou plusieurs des revendications 2 à 5,
    caractérisé en ce que
    il est prévu un dispositif de protection antirotation (26) qui fixe le dispositif de raccordement dans l'état raccordé pour l'empêcher de tourner.
  7. Cadre d'échafaudage selon la revendication 6,
    caractérisé en ce que
    le dispositif de protection antirotation (26) est réalisé sous forme d'ergots ou d'éléments saillants supplémentaires (26.1) disposés du côté tourné vers la barre d'échafaudage (19) du cadre d'échafaudage (18), en particulier sur la plaque de base (22), dont la longueur de la partie saillante (V) est réalisée de telle sorte que lors de la rotation du dispositif de raccordement (10), un effet d'encliquetage ou d'emboîtement s'établisse et que dans l'état raccordé, les ergots ou les éléments saillants (26.1) s'appliquent contre la paroi extérieure de la balustre (19) du cadre d'échafaudage (18) réalisée en tant que section transversale tubulaire ronde.
  8. Cadre d'échafaudage selon la revendication 7,
    caractérisé en ce que
    la longueur de la partie saillante (V) est choisie suffisamment grande pour que la rotation du dispositif de raccordement (10) ne puisse être effectuée qu'à l'aide d'un outil à levier ou d'un outil à percussion.
  9. Cadre d'échafaudage selon la revendication 2,
    caractérisé en ce que
    le raccordement de la balustre (14) à l'intérieur du dispositif de réception (12) s'effectue par calage.
EP02716596.8A 2001-02-22 2002-02-19 Cadre d'échaffaudage pour un système d'échafaudage Expired - Lifetime EP1362150B1 (fr)

Applications Claiming Priority (5)

Application Number Priority Date Filing Date Title
DE20103139U 2001-02-22
DE20103139 2001-02-22
DE10112369 2001-03-15
DE10112369.8A DE10112369B4 (de) 2001-02-22 2001-03-15 Gerüstrahmen für ein Systemgerüst
PCT/DE2002/000569 WO2002066765A2 (fr) 2001-02-22 2002-02-19 Dispositif de raccordement pour echafaudages

Publications (2)

Publication Number Publication Date
EP1362150A2 EP1362150A2 (fr) 2003-11-19
EP1362150B1 true EP1362150B1 (fr) 2019-04-10

Family

ID=26008775

Family Applications (1)

Application Number Title Priority Date Filing Date
EP02716596.8A Expired - Lifetime EP1362150B1 (fr) 2001-02-22 2002-02-19 Cadre d'échaffaudage pour un système d'échafaudage

Country Status (3)

Country Link
EP (1) EP1362150B1 (fr)
PL (1) PL200827B1 (fr)
WO (1) WO2002066765A2 (fr)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102007018314A1 (de) 2007-04-18 2008-11-06 Wilhelm Layher Verwaltungs-Gmbh Stütze für ein Raumtragwerk sowie Verbindungsanordnung für eine Geländereinrichtung und Verfahren zum Befestigen einer Geländereinrichtung an einer Stütze
RS57049B1 (sr) * 2014-05-30 2018-05-31 Tobler Ag Pričvrsni element za ogradu za razdvojivo pričvršćivanje za element skele, skela, pozicioniranje ograde i pričvrsnog elementa, kao i postupak pričvršćivanja i osiguravanja pričvrsnog elementa
CN108252501A (zh) * 2018-03-13 2018-07-06 佛山市亚科恒远科技有限公司 一种建筑工程用组合型脚手架
DE102022129273A1 (de) 2022-11-07 2024-05-08 Wilhelm Layher Verwaltungs-Gmbh Anordnung von Gerüstbauteilen für ein Gerüst

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1450385A (fr) * 1963-08-06 1966-06-24 Karl Sikler & Sohn Fa échaufaudage constitué par des cadres en tube d'acier
BE677183A (fr) * 1965-03-01 1966-07-18
GB1092202A (en) * 1965-04-01 1967-11-22 Scaffolding Great Britain Ltd Scaffold connecting appliance
DE2326705A1 (de) * 1973-05-25 1974-12-19 Alfred Schuster Rohrverbindung
DE2704398C3 (de) * 1977-02-03 1980-08-21 Plettac Gmbh, 5970 Plettenberg Aus Ständern und Riegeln zusammensetzbares Gerüst
US4430019A (en) * 1981-02-04 1984-02-07 Harsco Corporation Connector assembly
FR2604758B1 (fr) * 1986-10-06 1989-03-31 Poulain Yves Dispositif de liaison entre deux pieces, notamment entre deux poteaux de tente

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
LAYHER: "Allegemeine Bauaufsichtliche Zulassung Z-8.1-16.2 Anglage A Anlage B", 2 February 1998 (1998-02-02), XP055236491, Retrieved from the Internet <URL:-> [retrieved on 20151215] *

Also Published As

Publication number Publication date
PL200827B1 (pl) 2009-02-27
EP1362150A2 (fr) 2003-11-19
PL362524A1 (en) 2004-11-02
WO2002066765A2 (fr) 2002-08-29
WO2002066765A3 (fr) 2002-10-17

Similar Documents

Publication Publication Date Title
DE19655284B4 (de) Zerlegbares Fassadengerüst
WO2002103136A2 (fr) Echafaudage demontable
EP2499311B1 (fr) Grille de protection latérale et système de protection latérale
DE3147081A1 (de) &#34;geruest fuer betonschalungen&#34;
EP1338723B1 (fr) Dispositif de montage d&#39;un garde-corps temporaire d&#39;échafaudage
DE102019002078A1 (de) Geländerpfosten für ein voreilendes Geländer für ein Gerüst, Gerüst mit einem voreilenden Geländer und Verfahren zum Umsetzen eines voreilenden Geländers an einem Gerüst
EP3491205B1 (fr) Élément de fixation
EP2949833B1 (fr) Élément de fixation pour parapet destiné à la fixation amovible sur un élément de structure, élément de structure, ensemble composé d&#39;un parapet et d&#39;un élément de structure et procédé de fixation et de sécurisation d&#39;un élément de fixation
EP2267242B1 (fr) Console d&#39;échange
EP4214379A1 (fr) Élément de raccordement pour un système d&#39;échafaudage destiné au montage d&#39;une barre de garde-corps d&#39;échafaudage
DE202009008127U1 (de) Fachwerk-Modulgerüstsystem
EP0611257A1 (fr) Console grimpante
EP1362150B1 (fr) Cadre d&#39;échaffaudage pour un système d&#39;échafaudage
DE102021101768A1 (de) Anordnung von gerüstbauteilen
DE19651901C2 (de) Sicherheitsschutzgeländerelement, insbesondere für in verschiedenen Richtungen verlaufende Gerüstbauten
DE10112369B4 (de) Gerüstrahmen für ein Systemgerüst
DE202020103146U1 (de) Vorrichtung zur Anbringung von Absturzsicherungen an Baugerüsten
EP2083132A2 (fr) Montant d&#39;échafaudage
DE3401906A1 (de) Vorrichtung zur haengenden befestigung eines geruestelements
DE10152375A1 (de) Konsolengerüst-Verankerung
EP2275625B1 (fr) Construction d&#39;échafaudage pour un échafaudage principal et un second échafaudage, notamment un escalier d&#39;échafaudage
EP3748107A1 (fr) Adaptateur d&#39;assemblage, garde-corps de sécurité, kit de construction pour un échafaudage et échafaudage, procédé correspondant
EP2096235B1 (fr) Garde-corps à console frontale
DE19946929A1 (de) Vorrichtung zur Verbindung zweier benachbarten Gerüststiele
EP3705660B1 (fr) Main courante frontale, échafaudage doté d&#39;une telle main courante frontale et procédé de fixation côté frontal d&#39;un échafaudage

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

17P Request for examination filed

Effective date: 20030722

AK Designated contracting states

Kind code of ref document: A2

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE TR

AX Request for extension of the european patent

Extension state: AL LT LV MK RO SI

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: WILHELM LAYHER VERWALTUNGS-GMBH

17Q First examination report despatched

Effective date: 20070403

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

Free format text: STATUS: EXAMINATION IS IN PROGRESS

REG Reference to a national code

Ref country code: DE

Ref legal event code: R079

Ref document number: 50216334

Country of ref document: DE

Free format text: PREVIOUS MAIN CLASS: E04G0001260000

Ipc: E04G0001140000

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

RIC1 Information provided on ipc code assigned before grant

Ipc: E04G 5/14 20031119ALI20181026BHEP

Ipc: E04G 7/02 19680901ALI20181026BHEP

Ipc: E04G 1/14 19680901AFI20181026BHEP

Ipc: E04G 1/15 19680901ALI20181026BHEP

Ipc: E04G 5/16 20031119ALI20181026BHEP

INTG Intention to grant announced

Effective date: 20181113

RIC1 Information provided on ipc code assigned before grant

Ipc: E04G 5/14 20060101ALI20181026BHEP

Ipc: E04G 5/16 20060101ALI20181026BHEP

Ipc: E04G 7/02 20060101ALI20181026BHEP

Ipc: E04G 1/14 20060101AFI20181026BHEP

Ipc: E04G 1/15 20060101ALI20181026BHEP

RIC1 Information provided on ipc code assigned before grant

Ipc: E04G 1/15 20060101ALI20181026BHEP

Ipc: E04G 7/02 20060101ALI20181026BHEP

Ipc: E04G 1/14 20060101AFI20181026BHEP

Ipc: E04G 5/14 20060101ALI20181026BHEP

Ipc: E04G 5/16 20060101ALI20181026BHEP

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

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE 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: EP

Ref country code: AT

Ref legal event code: REF

Ref document number: 1118831

Country of ref document: AT

Kind code of ref document: T

Effective date: 20190415

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 50216334

Country of ref document: DE

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: CH

Ref legal event code: NV

Representative=s name: ISLER AND PEDRAZZINI AG, CH

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: MP

Effective date: 20190410

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

Ref country code: NL

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: 20190410

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

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: 20190910

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: 20190410

Ref country code: ES

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: 20190410

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: 20190711

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 50216334

Country of ref document: DE

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: 20190410

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

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

Ref country code: IT

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: 20190410

26N No opposition filed

Effective date: 20200113

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20200229

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: 20200219

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: 20190410

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: 20200219

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: 20200229

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 1118831

Country of ref document: AT

Kind code of ref document: T

Effective date: 20200219

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

Ref country code: CH

Payment date: 20210222

Year of fee payment: 20

Ref country code: FR

Payment date: 20210217

Year of fee payment: 20

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: 20200219

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

Ref country code: DE

Payment date: 20210219

Year of fee payment: 20

Ref country code: TR

Payment date: 20210212

Year of fee payment: 20

Ref country code: SE

Payment date: 20210222

Year of fee payment: 20

Ref country code: GB

Payment date: 20210222

Year of fee payment: 20

REG Reference to a national code

Ref country code: DE

Ref legal event code: R071

Ref document number: 50216334

Country of ref document: DE

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: GB

Ref legal event code: PE20

Expiry date: 20220218

REG Reference to a national code

Ref country code: SE

Ref legal event code: EUG

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

Ref country code: GB

Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION

Effective date: 20220218

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: 20190410