EP2597226A2 - Structure de fixation à fixer sur une structure présentant un espace creux - Google Patents

Structure de fixation à fixer sur une structure présentant un espace creux Download PDF

Info

Publication number
EP2597226A2
EP2597226A2 EP12194085.2A EP12194085A EP2597226A2 EP 2597226 A2 EP2597226 A2 EP 2597226A2 EP 12194085 A EP12194085 A EP 12194085A EP 2597226 A2 EP2597226 A2 EP 2597226A2
Authority
EP
European Patent Office
Prior art keywords
attachment
fastener
fastening
hole
protective equipment
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
EP12194085.2A
Other languages
German (de)
English (en)
Other versions
EP2597226A3 (fr
EP2597226B1 (fr
Inventor
Jürgen Küenzlen
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.)
Wuerth International AG
Adolf Wuerth GmbH and Co KG
Original Assignee
Adolf Wuerth GmbH and Co KG
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 Adolf Wuerth GmbH and Co KG filed Critical Adolf Wuerth GmbH and Co KG
Publication of EP2597226A2 publication Critical patent/EP2597226A2/fr
Publication of EP2597226A3 publication Critical patent/EP2597226A3/fr
Application granted granted Critical
Publication of EP2597226B1 publication Critical patent/EP2597226B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/32Safety or protective measures for persons during the construction of buildings
    • E04G21/3261Safety-nets; Safety mattresses; Arrangements on buildings for connecting safety-lines
    • E04G21/3276Arrangements on buildings for connecting safety-lines
    • AHUMAN NECESSITIES
    • A62LIFE-SAVING; FIRE-FIGHTING
    • A62BDEVICES, APPARATUS OR METHODS FOR LIFE-SAVING
    • A62B35/00Safety belts or body harnesses; Similar equipment for limiting displacement of the human body, especially in case of sudden changes of motion
    • A62B35/0043Lifelines, lanyards, and anchors therefore
    • A62B35/0068Anchors
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/32Safety or protective measures for persons during the construction of buildings
    • E04G21/3204Safety or protective measures for persons during the construction of buildings against falling down
    • E04G2021/3257Safety or protective measures for persons during the construction of buildings against falling down specific for floors made of prefabricated hollow plates

Definitions

  • the invention relates to a mounting structure for securing personal protective equipment to a cavity-bearing substructure and to a mounting arrangement, a use and a method.
  • steel plates with dowels are conventionally attached to an underground structure.
  • the slab When mounting these panels on prestressed precast concrete slabs, the slab is often fixed only in the area of the hollow chambers.
  • the cross-section of prestressed precast concrete ceilings differs depending on the manufacturer and even in the production of a manufacturer depending on the type. As a result, the distances between the hollow chambers and thus also the possibilities for fastening the steel plates in the region of the hollow chambers differ.
  • the steel plates or anchor plates currently available on the market exactly fit with their boreholes only for one concrete plate type.
  • a mounting structure for securing personal protective equipment to a cavity-bearing substructure.
  • the attachment structure includes a support member and a personal protective equipment attachment.
  • the support member has at least one elongated through-hole structure each configured (ie, each of the at least one elongate through-hole structure configured) to receive a fastener at a selectable (ie, user-variably adjustable) position along the respective through-hole structure to receive the fastener
  • the personal protective equipment attachment is attached to the support member and is adapted for attaching personal protection equipment to the attachment structure.
  • a fastener assembly in accordance with another embodiment of the present invention, includes a fastener structure for attachment to a cavity-having backing structure.
  • the mounting structure includes a support member having at least one elongated through-hole structure configured to receive a fastener at a selectable position along the through-hole structure for anchoring the fastener to a cavity of the substrate structure for attaching the fastener structure to the substrate structure.
  • the fastening arrangement further has the base structure to which the fastening structure is fastened or fastened.
  • a fastening structure comprising a carrier element with at least one elongated through-hole structure and a personal protective equipment attachment for attaching personal protective equipment, for receiving a fastener at a selectable position along the through-hole structure used to anchor the fastener to a cavity of a substructure for attaching the mounting structure to the substructure.
  • a method of attaching personal protective equipment to a cavity-bearing substructure by means of a fastening structure selects a position along at least one elongate through-hole structure of a support member of the attachment structure, wherein the at least one elongate through-hole structure is at least one An elongate hole having a length to width ratio greater than two, in particular greater than five, has a fastener of the fastener structure received at the selected position to attach the fastener to a cavity of the backing structure for attaching the fastener structure to the backing structure and the personal protective equipment is attached to a personal protective equipment attachment to the support member of the mounting structure.
  • attachment structure can be understood in particular to mean a body which can be fastened to a base structure and optionally also to another component.
  • attachment structure can be understood to include a body which on the one hand can be fastened to a base structure and, on the other hand, to personal safety equipment.
  • the term "personal protective equipment” may be understood to mean, in particular, a piece of equipment that can be worn by a person in order to protect the person To protect the person in a dangerous, for example fall-prone, environment (for example in the field of occupational safety or in climbing sports).
  • a chest and hip belt may be used as personal protection equipment, which may be coupled via a cable with one or more carabiners. With such a carabiner, the person can then secure himself to a correspondingly designed personal protective equipment attachment, which may or may not be attached to the carrier element.
  • personal protective equipment attachment may be understood to mean, in particular, an attachment point on the support element for fastening a personal protection equipment.
  • base structure can be understood in particular as an anchoring base suitable for anchoring the fastening element.
  • an anchoring base may in particular be a wall, more particularly a vertical wall or a ceiling.
  • Materials for such an anchorage are in particular concrete and masonry building materials or metal, wood construction materials, stone or plastic components.
  • an anchoring base may also be any composite material made of several different material components.
  • the ground may be a roof, a ceiling, a wall or a floor of a building.
  • the substrate may in particular be a prestressed precast concrete ceiling or another prefabricated concrete building component.
  • the cavities may in particular be arranged regularly in the background structure, ie, for example, at a constant distance from each other and / or with a mutually uniform geometric shape.
  • the term "elongated through-hole structure" may be understood to mean, in particular, that the through-hole structure has one or more through-holes which have or have such a large extent in at least one dimension, in that by means of displacing (or otherwise defining a position) one or more fastening elements along the through-hole structure, a spatial adaptation of a position of the fastening element or elements with respect to one or more cavities of the background structure is made possible.
  • the through-hole structure may be formed of contiguous or non-contiguous material recesses in the support member.
  • a “fastening element” can be understood to mean, in particular, a physical structure which is set up for screwing in, screwing in, driving in, etc. into the substrate in order to be anchored in the state introduced there with a sufficiently large holding force.
  • the fastener may be a screw with or without dowels, a nail or a bolt.
  • the term "cavity” or “hollow chamber” can be understood to mean, in particular, a material-free region (or a region of low material in the fastening effect) in the interior of the substrate structure.
  • a base structure may include a regular or disordered arrangement of hollow chambers, for example, deliberately provided holes inside a concrete slab (for example, for lightweight construction) or a brick.
  • Exemplary embodiments of the invention are based on the idea of making it possible to cover different hollow chamber spacings in different background structures via different oblong holes or similar through-hole structures in a carrier element such as a steel plate.
  • a carrier element such as a steel plate.
  • Such a carrier element can be used for a great many different hollow chamber arrangements in different underground structures.
  • only one support element for a variety of versions of hollow panels is required. This allows for lean storage and flexible installation depending on the requirements of a construction site.
  • the at least one elongated through-hole structure may comprise at least one slot.
  • a steel plate may be provided with at least four slots.
  • a slot is understood to mean a through hole through the carrier element which has an aspect ratio (i.e., a length to width ratio of the hole) of greater than two, in particular greater than five.
  • the slot has a sufficiently large length to width ratio so that a screw or other fastener can be slid along the slot by a user along the length of the slot to accommodate a location of a cavity within the base structure , This allows a user-friendly manner of geometrically adjusting the position of a fastener or fasteners relative to the position of the cavity in the substructure.
  • the slot can be linear or rectilinear or arbitrarily curved. It may have beginning and end or be closed like a ring. It can be provided one above the other and / or behind each other several slots that can cross each other or can run independently.
  • the at least one elongate through-hole structure may comprise a succession of successive, separate through-holes (with, for example, each circular opening).
  • individual holes are provided with small spacings between adjacent holes as a through hole structure.
  • a distance between adjacent edges of immediately adjacent through-holes of such a consecutive sequence of through-holes may in particular be smaller than a diameter of a respective through-hole or smaller than a diameter of an associated fastening element (for example a screw to be received in the hole).
  • At least three, in particular at least five, such through-holes may be arranged in a row, in particular in a rectilinear row, in order to enable different positions in a step-adjustable positioning mechanism for aligning the carrier element relative to the background structure.
  • the anchoring in a special through-hole of this cascade of through holes is particularly stable due to the preferably full-scale, substantially play-free limitation of the fastener in such a through hole and still allows a user sufficient flexibility.
  • the sequence of through holes may be linear or rectilinear or arbitrarily curved. It may have beginning and end or be closed like a ring.
  • sequences of through-holes may be provided, which may be arranged one above the other and / or behind one another in the carrier plate and which may intersect one another or may run independently of one another.
  • the carrier element may have a carrier plate, in particular a metallic carrier plate.
  • a carrier plate can be understood to mean a flat plate with flat, opposing main surfaces, which is penetrated by the through-hole structure and can serve as the basis for providing stops for the personal security system.
  • a steel plate may be provided as a metallic support plate.
  • the personal protective equipment attachment may be bolted or welded to the support member.
  • an attachment point can be welded or screwed to the plate.
  • other mounting options are possible, such as riveting, nailing, gluing or soldering. Screwing and welding, however, causes a particularly stable attachment.
  • the attachment structure may further also comprise the attachment element, in particular a fixing screw.
  • the fastener such as an undercut dowel (associated with a corresponding screw), may be passed through the through-hole structure and an access hole in the substructure and thereby buried in the hollow chamber of the substructure. A head (or the like) of the fastener may then press the support member against the backing structure to effect a fastening action.
  • the fastening structure may further comprise a dowel for receiving the fastening screw such that in the accommodated state by means of the dowel and the fastening screw, the fastening structure to the substructure (more precisely, in a cavity thereof) is anchored.
  • a dowel for receiving the fastening screw such that in the accommodated state by means of the dowel and the fastening screw, the fastening structure to the substructure (more precisely, in a cavity thereof) is anchored.
  • a “dowel” is a rigid component, in particular made of plastic, understood, in which a fastener is inserted, wherein the dowel is spread during this insertion or expands spreading means, whereby the dowel widens the back and thereby, in particular under training an undercut, wedged in the cavity.
  • the dowel may be inserted into an access bore in the substructure prior to the introduction of the fastener into the support member and the substructure. In a subsequent introduction of the fastener in the dowel spreads this then, and thereby
  • the dowel may be formed as an undercut dowel.
  • An undercut dowel extends spreading in an undercut cavity and therefore expands at a constriction of the cavity to form a positive and tensile connection.
  • the use of an undercut dowel leads to a particularly good stability, since the extended undercut structure particularly reliably prevents unwanted removal of the carrier element from the substrate structure.
  • the personal protective equipment attachment may be formed as a stop device for securing a person.
  • an anchor device can be understood any component to which a user who wears the personal protective equipment, secure and thus secure.
  • a user may wear a chest and hip belt connected by a cable to one or more carabiners.
  • Such karabiners can be attached to the personal protective equipment mounting, so that the user can operate safely at high altitudes or in any other dangerous environment crash-proof.
  • the personal protective equipment attachment may include an eyelet, a hook, a rope, have a carabiner and / or a locking element.
  • a rod can be welded to a carrier element designed as a steel plate, to which then an eyelet can be attached as actual personal protective equipment attachment.
  • the background structure may be a wall, in particular a concrete wall (in particular, a prestressed concrete precast element), in the interior of which a plurality of cavities are formed.
  • a wall can have a closed upper cover (or upper-side cover layer) and a closed lower cover (or lower cover layer), which can initially be free of holes.
  • an arrangement of cavities may be formed, wherein adjacent cavities may be separated from each other by a web. This may be advantageous, for example, for producing lightweight components.
  • one or more access holes may first be drilled in the top wall of the wall. Through an access hole through a fastener or optionally previously a dowel can then be performed.
  • the attachment assembly may further include the personal protection equipment configured for attachment to the personal protective equipment attachment.
  • the personal protection equipment configured for attachment to the personal protective equipment attachment.
  • a chest belt, a waist belt, or a chest and waist belt with associated carabiner may be configured as personal protective equipment.
  • Other embodiments are possible.
  • FIG. 12 shows a cross-sectional view of a steel plate 100 used to secure a carabiner as personal protective equipment (see reference numeral 150 in FIG Fig. 1C ) on an eyelet 110, when the steel plate 100 is secured to a cavity 130 having concrete slab 140.
  • the eyelet 110 is welded to the steel plate 102 as a personal protective equipment attachment and is adapted to selectively attach the carabiner 150 thereto.
  • the steel plate 100 has a sheet-like plate member 102 into which a slot 104 is drilled as an elongated through-hole structure.
  • the slot 104 serves a screw 160 (or more screws 160, please refer Fig. 1C ) at a selectable position along the slot 104. This makes it possible to fasten the screw 160 in one of the cavities 130 of the concrete wall 140 in order to anchor the steel plate 100 to the concrete wall 140.
  • Fig. 1A further shows feed bores 142 drilled through a concrete plate 140 having actually closed surfaces of the cavities 130. This provides external access to some of the cavities 130.
  • the steel plate 100 is placed on an upper surface of the concrete slab 140. Subsequently, in the case shown, two threaded screws 160 are inserted at desired and predeterminable points through the slot 104 and the access holes 142 in the externally accessible cavities 130. Before that, however, an undercut dowel 180 is inserted into each access hole 142. By inserting the screws 160 in the undercut dowel 180 then takes place spreading of undercut elements 182 of the undercut dowel 180. Thus, the in Fig. 1C received configuration shown.
  • Fig. 1B shows the still separate components 100, 140 accordingly Fig. 1A in a plan view
  • Fig. 1D the already assembled components accordingly Fig. 1C in a plan view
  • a double arrow in Fig. 1D indicates that the corresponding screw 160 is slidable along the slot 104 so as to be able to be positioned at a desired position relative to the cavities 130 of the concrete slab 140.
  • Fig. 2 shows a plan view of another metal plate 102 as a mounting structure according to an embodiment of the invention.
  • the metal plate 102 has a threaded hole 200 to which a component (such as personal protective equipment or other component) may be attached.
  • a component such as personal protective equipment or other component
  • the geometry shown is easy to manufacture and allows for a very flexible arrangement on very differently dimensioned cavity-containing concrete slabs.
  • FIG. 3 shows again the in Fig. 2 shown steel plate 100, which can be connected to a first concrete slab 140 with first cavities 130.
  • Fig. 4 For example, the same steel plate 100 is shown just before connection to a concrete slab 140 'with other cavities 130'.
  • Fig. 5 refers to yet another concrete slab 140 "in which cavities designated by reference numeral 130" are provided.
  • Fig. 6 Yet another concrete slab 140 "'is shown in which cavities 130"' with yet another geometry can be seen.
  • Fig. 7 For example, another concrete slab 140 "" is shown in cavities 130 "" of similar geometry to cavities 130 'in FIG Fig. 4 are provided.
  • Fig. 3 to Fig. 8 show how great the flexibility that can be achieved by the simple but very effective means of forming elongated holes or the like in the steel plate 102, namely that one and the same steel plate 100 with completely different concrete slabs according to Fig. 3 to Fig. 8 can be connected. To indicate the respective bolting position, these are in Fig. 3 to Fig. 8 indicated by dashed lines.
  • Fig. 9 finally shows a steel plate 102 as a mounting structure 100, in which instead of the slots 104, a cascade of in this case L-shaped arranged through-holes 900 are provided.
  • a user can also respond flexibly to a changed or predetermined cavity geometry and arrangement of a concrete slab.
  • FIG. 12 shows another steel plate 100 having four elongated holes 104 arranged in corner regions, which extend in the direction of a center of the square steel plate 100.
  • FIGS. 9 and 10 show that very different arrangements of slots and / or sequences of closely adjacent through holes are possible in order to achieve the desired flexibility.
  • Fig. 10 Further alternatives to the linear slots 104 are further shown.
  • elongated holes 104 'in the form of overlapping circular bores, elongated holes 104 "in wave or zigzag form, elongated holes 104""in meandering or elongated holes 104""in closed circular form may be provided.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • General Health & Medical Sciences (AREA)
  • Business, Economics & Management (AREA)
  • Emergency Management (AREA)
  • Connection Of Plates (AREA)
  • Bridges Or Land Bridges (AREA)
  • Joining Of Building Structures In Genera (AREA)
EP12194085.2A 2011-11-25 2012-11-23 Structure de fixation à fixer sur une structure présentant un espace creux Active EP2597226B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE202011108340U DE202011108340U1 (de) 2011-11-25 2011-11-25 Befestigungsstruktur zum Befestigen an einer hohlraumaufweisenden Untergrundstruktur

Publications (3)

Publication Number Publication Date
EP2597226A2 true EP2597226A2 (fr) 2013-05-29
EP2597226A3 EP2597226A3 (fr) 2014-03-26
EP2597226B1 EP2597226B1 (fr) 2022-04-06

Family

ID=45872702

Family Applications (1)

Application Number Title Priority Date Filing Date
EP12194085.2A Active EP2597226B1 (fr) 2011-11-25 2012-11-23 Structure de fixation à fixer sur une structure présentant un espace creux

Country Status (2)

Country Link
EP (1) EP2597226B1 (fr)
DE (1) DE202011108340U1 (fr)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US11213704B2 (en) * 2018-06-05 2022-01-04 Gerry Smith Safety tie off device
US10737126B1 (en) * 2018-07-31 2020-08-11 Climb Tech, Llc Wood anchoring device

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10297524T5 (de) 2001-12-04 2004-11-18 Uniline Safety Systems Ltd., Bromsgrove Unterstützungsträgeraufbau für ein Seil oder dergleichen
DE102006041592A1 (de) 2005-11-15 2007-05-31 Abs Safety Gmbh Absturzsicherung
DE202009008784U1 (de) 2009-06-26 2009-10-29 Sbo-Bau-System Gmbh Absturzsicherung
AT509330A4 (de) 2010-01-25 2011-08-15 Innotech Holding Gmbh Vorrichtung zum anschlagen einer persönlichen schutzausrüstung an einem falzdach

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8104076U1 (de) * 1981-02-14 1981-07-30 Dennert, Hans Veit, 8602 Schlüsselfeld Auslegerbefestigungsvorrichtung
AUPP838899A0 (en) * 1999-01-29 1999-02-25 Dean Industries (Gold Coast) Pty Ltd Improved safety apparatus

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10297524T5 (de) 2001-12-04 2004-11-18 Uniline Safety Systems Ltd., Bromsgrove Unterstützungsträgeraufbau für ein Seil oder dergleichen
DE102006041592A1 (de) 2005-11-15 2007-05-31 Abs Safety Gmbh Absturzsicherung
DE202009008784U1 (de) 2009-06-26 2009-10-29 Sbo-Bau-System Gmbh Absturzsicherung
AT509330A4 (de) 2010-01-25 2011-08-15 Innotech Holding Gmbh Vorrichtung zum anschlagen einer persönlichen schutzausrüstung an einem falzdach

Also Published As

Publication number Publication date
DE202011108340U1 (de) 2012-02-22
EP2597226A3 (fr) 2014-03-26
EP2597226B1 (fr) 2022-04-06

Similar Documents

Publication Publication Date Title
EP2792804A1 (fr) Dispositif d'ancrage pour une dalle en béton, dalle en béton et procédé d'installation
EP3365510B1 (fr) Système destiné à l'habillage de murs, plafonds ou toits d'un corps de bâtiment
EP2597226B1 (fr) Structure de fixation à fixer sur une structure présentant un espace creux
EP2937492B1 (fr) Console d'ancrage
DE202009004831U1 (de) Bauwerkanker sowie Bauwerkankersystem
DE19963028B4 (de) Wärme- und/oder Schalldämmung für eine ebene Fläche und Verfahren zur Befestigung von Dämmstoffplatten auf ebenen Flächen
DE102009056332A1 (de) Verbindungselement für Stützen
EP3173632A1 (fr) Ancrage pour béton, système d'ancrage pour béton, système de fixation et procédé de fabrication d'un système de fixation
DE102016210575B4 (de) Industriell vorfertigbares Gebäudemodul mit kraftschlüssiger Kopplung zwischen Wandelement und Boden- bzw. Deckenplatte
EP3473779B1 (fr) Dispositif de fixation pour moyen de fixation ainsi que procédé de fixation
EP3589796B1 (fr) Dispositif et procédé pour produire un habillage de mur ou de plafond
DE2834200A1 (de) Duebel
EP3854953B1 (fr) Ensemble de fixation
DE102012110546A1 (de) Vorrichtung zum Befestigen von Verkleidungsplatten an einer Fassade
DE7933800U1 (de) Anker zur Befestigung von Armierungsdrahtgeflecht an Bauwerken
EP2182125A2 (fr) Procédé de fixation d'éléments de construction dans un intervalle par rapport à un composant
DE202016007440U1 (de) Porenbeton-Bauteil, Doppelwandelement und Wandbefestigungssystem auf Porenbetonbasis
DE10161426A1 (de) Verankerung für verspannte Konstruktionen
DE3037010A1 (de) Befestigungselement
EP0578230A1 (fr) Dalle céramique de grand format pour recevoir des moyens de fixation métalliques
EP3067486B1 (fr) Serrure pour grille
EP4218946A1 (fr) Pied d'appui d'un dispositif de maintien de câble
DE8808245U1 (de) Verankerungsvorrichtung zur Befestigung an mineralischen Leichtbaustoffen
DE3050598C2 (fr)
DE102004048365A1 (de) Mast

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: A2

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

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

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

RIC1 Information provided on ipc code assigned before grant

Ipc: A62B 35/00 20060101ALI20140218BHEP

Ipc: E04G 21/32 20060101AFI20140218BHEP

17P Request for examination filed

Effective date: 20140813

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

17Q First examination report despatched

Effective date: 20160218

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

Free format text: STATUS: EXAMINATION IS IN PROGRESS

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

Free format text: STATUS: EXAMINATION IS IN PROGRESS

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: 20211202

RAP3 Party data changed (applicant data changed or rights of an application transferred)

Owner name: WUERTH INTERNATIONAL AG

Owner name: ADOLF WUERTH GMBH & CO. KG

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): 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: EP

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 1481471

Country of ref document: AT

Kind code of ref document: T

Effective date: 20220415

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: DE

Ref legal event code: R096

Ref document number: 502012017011

Country of ref document: DE

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG9D

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20220406

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: 20220406

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

Ref country code: SE

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: 20220406

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: 20220808

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: 20220706

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: 20220406

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: 20220406

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: 20220707

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: 20220406

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: 20220406

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: 20220706

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

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: 20220406

Ref country code: PL

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: 20220406

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: 20220406

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: 20220806

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502012017011

Country of ref document: DE

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

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: 20220406

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: 20220406

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: 20220406

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: 20220406

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: 20220406

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: 20220406

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: 20230110

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: 20220406

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: 20220406

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: 20220406

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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

Effective date: 20230609

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20221123

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20221130

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

Ref country code: LI

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

Effective date: 20221130

Ref country code: CH

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

Effective date: 20221130

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: 20221123

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: 20221123

Ref country code: GB

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

Effective date: 20221123

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

Ref country code: FR

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

Effective date: 20221130

Ref country code: BE

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

Effective date: 20221130

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 1481471

Country of ref document: AT

Kind code of ref document: T

Effective date: 20221123

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: 20220406

Ref country code: AT

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

Effective date: 20221123

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

Ref country code: DE

Payment date: 20231121

Year of fee payment: 12

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: 20121123

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: 20220406

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: 20220406