[go: up one dir, main page]

EP3173547B1 - Schalung zur ausführung von horizontalem giessen zur bereitstellung von bodenplatten - Google Patents

Schalung zur ausführung von horizontalem giessen zur bereitstellung von bodenplatten Download PDF

Info

Publication number
EP3173547B1
EP3173547B1 EP16200671.2A EP16200671A EP3173547B1 EP 3173547 B1 EP3173547 B1 EP 3173547B1 EP 16200671 A EP16200671 A EP 16200671A EP 3173547 B1 EP3173547 B1 EP 3173547B1
Authority
EP
European Patent Office
Prior art keywords
cross
members
main frame
formwork
longitudinal
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.)
Active
Application number
EP16200671.2A
Other languages
English (en)
French (fr)
Other versions
EP3173547A1 (de
Inventor
Guido Faresin
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.)
Faresin Building SpA
Original Assignee
Faresin Building SpA
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 Faresin Building SpA filed Critical Faresin Building SpA
Publication of EP3173547A1 publication Critical patent/EP3173547A1/de
Application granted granted Critical
Publication of EP3173547B1 publication Critical patent/EP3173547B1/de
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
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48—Supporting structures for shutterings or frames for floors or roofs
    • E04G11/50—Girders, beams, or the like as supporting members for forms
    • E04G11/52—Girders, beams, or the like as supporting members for forms of several units arranged one after another
    • 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
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/38—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for plane ceilings of concrete
    • 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
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48—Supporting structures for shutterings or frames for floors or roofs
    • E04G11/50—Girders, beams, or the like as supporting members for forms
    • E04G11/54—Girders, beams, or the like as supporting members for forms of extensible type, with or without adjustable supporting shoes, fishplates, or the like

Definitions

  • the present invention relates to a formwork for the execution of horizontal castings for providing floor slabs, according to the preamble of claim 1.
  • conventional formworks are constituted by a series of props that support a frame composed of supporting panels made with metallic profiles, and planks or boards made of wood or plywood are placed and nailed onto this frame.
  • a first drawback of the formworks known today consists in that the panels are inconvenient to handle owing to the weight of their wooden components, to the detriment of the rapidity of assembly of the formwork and of the safety of the operator.
  • a significant portion of the weight is in fact constituted by shaped wooden profiles which are usually integrated into the frame of a supporting panel, and are adapted to receive the nails for fixing the boards, planks or sheets made of wooden material, plywood or solid wood, for the provision of the casting surface.
  • a first solution entails that the panel of the formwork for floor slabs is constituted by a frame that is covered completely by a sheet of plywood, on which nails can be used, and this solution is known and present on the market.
  • a second solution entails that the panel of the formwork for floor slabs is constituted by a frame to which blocks of wood are fixed, in general at its cross-members.
  • the panels for floor slabs are of simple frames without nailable parts, and the latter are provided with additional components that bear the wood block on which to use nails.
  • a further problem of the conventional formworks is represented by the compensations that are necessary in order to cover the entire extent of the floor slab to be provided.
  • the formwork is composed of modular elements, often it does not have the dimensions and precision needed to enable on its own the provision of all of the floor slab, and instead for each specific application of the modular formwork it is necessary to complete the formwork system with elements created to measure in order to cover the distances that need to be covered for the perimetric closure of the floor slab, due both to irregular edges of the floor slab (inclined edges, protruding edges, generally irregular perimeters and the like) and to natural compensations that represent a completion of the formwork, i.e. to fill the spaces that are not reached by the modular formwork elements, such as for example small protruding extensions of floor slab, modest overlaps and other, similar situations.
  • DE 10 2005 031153 A1 discloses a formwork for the execution of horizontal castings for providing floor slabs, having a combination of features as included in the pre-characterizing portion of the appended claim 1.
  • the aim of the present invention is to provide a formwork for the execution of horizontal castings for the provision of floor slabs, which is capable of overcoming the above mentioned drawbacks of conventional formwork systems.
  • Another object of the invention is to devise a formwork that is lighter and easier to handle with respect to conventional formwork systems.
  • a formwork for the execution of horizontal castings for providing floor slabs according to the invention is generally designated with the reference numeral 10.
  • the formwork 10 comprises a series of props, for example 11, 12 and 13 in Figure 1 , and load-bearing heads 14, 15, 16 to be arranged on such props 11, 12, 13 for the support of panels, for example two panels 17 and 27 in Figure 1 , which are designed to define a supporting surface for a covering made of wooden material.
  • Each panel 17 and 27 comprises at least two longitudinal profiles 18 and 19, for resting on the load-bearing heads 14, 15, 16.
  • Each one of the two panels 17 and 27 comprises a main frame 21, for resting on the load-bearing heads 14, 15, 16, and an auxiliary frame 22 that can be extracted reversibly from the main frame 21 in a direction X parallel to the arrangement of the respective panel 17; such auxiliary frame 22 is designed to increase in an adjustable manner the extension of the surface for supporting a covering made of wooden material.
  • the main frame 21 is constituted by the longitudinal profiles 18 and 19, by the cross-members 20 and by optional additional longitudinal reinforcement elements 23, for example tubular profiles, which are fixed below the cross-members 20 with respect to a configuration for use.
  • the auxiliary frame 22 is constituted by cross-members 25, which are fixed at one end to a longitudinal profile 24, with optionally one or more longitudinal reinforcement elements 26 which are fixed below the cross-members 25 with respect to a configuration for use.
  • the cross-members 20 are mutually spaced apart in a longitudinal direction, i.e., in the direction of extension of the longitudinal profiles 18 and 19, by such a distance as to allow the passage between two neighboring first cross-members 20 of the main frame 21 of a second cross-member 25 of the auxiliary frame 21.
  • the auxiliary frame 22 can be extracted with respect to the main frame 21 by virtue of sliding means for the translation of the auxiliary frame 22 on the main frame in the direction X of extension of the cross-members.
  • Such sliding means comprise at least one slider for each one of the second cross-members 25 of the auxiliary frame 22, each one of the sliders, better described below, being adapted to slide in a corresponding guide that is integral with a first cross-member 20 of the main frame 21.
  • each one of the sliders is constituted by a cross-bar 28 fixed to the opposite end of a respective second cross-member 25 with respect to the longitudinal profile 24.
  • the cross-bar 28 takes the form for example of a cylindrical tube with the ends covered by a plug 29 made of plastic material, which is adapted to facilitate sliding in the corresponding guide.
  • Each guide integral with a first cross-member 20 of the main frame 21 is constituted, in the present embodiment, by a sliding slot 30 defined in the direction of the length of each first cross-member 20.
  • Each first cross-member 20 comprises a metallic profile with a cross-section shaped like an isosceles trapezoid 32, with the shorter parallel side on the side of the longitudinal profiles 18 and 19 to which it is fixed.
  • Each one of the second cross-members 25 is constituted by a metallic profile that is substantially identical to the metallic profiles of the first cross-members 20.
  • the first cross-members 20 and the second cross-members 25 have, on their walkable face, which is directed upward in the configuration for use, a plurality of protrusions 36, for example ribbing that extends longitudinally, i.e. in the lengthwise direction of the same cross-member; the function of such protrusions is to increase friction resistance while the cross-members 20 and 25 are being walked on by workers during construction work, thus increasing the level of safety of the formwork system.
  • the longitudinal metallic profiles 18 and 19 of a main frame 21 have an upper flat surface 37, for resting and fixing the flat portion 34 of the first cross-members 20, and a lower flat surface 38, for resting the main frame 20 on supports such as the load-bearing heads 14, 15 and 16.
  • a translation-preventing abutment 40 which is constituted for example by an L-shaped body, for example fixed by welding, as in Figure 6 is fixed to each longitudinal profile 18 and 19, at at least one end; such translation-preventing abutment 40 prevents the unwanted movement of the longitudinal profile 18 and 19 once this is mounted between two load-bearing heads.
  • the coupling of the main frame 21 with the auxiliary frame 22 occurs by way of insertion of the sliders, which are defined by the ends of the cross-bars 28 of the auxiliary frame 22, into the sliding slots 30 defined on the first cross-members 20 of the main frame 21.
  • Such coupling determines a bond between the two panels that prevents vertical movements, with respect to a configuration for use, and allows horizontal translation movements.
  • the formwork according to the invention finds application in several different fields of implementation of formwork systems.
  • the main frame 21 is assembled on a formwork system made up of vertical props 11, 12 and 13 coupled to load-bearing heads 14, 15, 16.
  • the main frame 21 in this case rests directly on the load-bearing heads without the use of any supporting beam.
  • the formwork system without beams thus composed is suitable for mounting auxiliary frames to make up a formwork system for the execution of a floor slab with adjustable extension.
  • the formwork 110 comprises vertical props 111, 112, 113 on which are fixed load-bearing heads 114, 115, 116 between which are placed load-bearing beams 150 and 151; the main frame 21 is therefore mounted on the load-bearing beams 150 and 151.
  • a formwork system with load-bearing beams thus composed is also suitable for mounting main frames 21 to make up a formwork system for the execution of a floor slab with adjustable extension.
  • auxiliary frames 22 can in turn be supported by vertical props, either along their longitudinal profile 24 or along the cross-members 25 thereof.
  • a formwork has been devised that is much more versatile by virtue of panels constituted by a main frame and by an auxiliary frame that can be extracted from the main frame, so as to enable the extension of the surface for supporting a covering made of wooden material, and which at the same time has identical functionality in terms of nailability for the fixing of boards, planks or sheets of wooden material.
  • the level of safety of workers during construction work is increased, by virtue of the particular shape of the cross-section of the cross-members and in particular the presence of anti-slipping upper protrusions.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Floor Finish (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Claims (12)

  1. Eine Schalung (10) zur Ausführung von horizontalem Gießen zur Bereitstellung von Bodenschalbrettern von der Art, die eine Reihe von Stützen (11, 12, 13) und Trageköpfen (14, 15, 16) umfasst, die auf den Stützen (11, 12, 13) angeordnet sind zum Tragen von Panels (17) die konstruiert sind, um eine tragende Oberfläche für eine Abdeckung aus Holzmaterial zu bilden, wobei die Schalung (10) die Panels (17) umfasst, wobei jedes Panel (17) mindestens zwei längliche Profile (18, 19) zum Aufliegen auf den Trageköpfen (14, 15, 16) umfasst, die miteinander durch Querträger (20) verbunden sind, wobei mindestens ein Panel (17) einen Hauptrahmen (21) zum Aufliegen auf den Trageköpfen (14, 15, 16) umfasst, wobei der Hauptrahmen (21) aus den mindestens zwei länglichen Profilen (18, 19) und den Querträgern (20) besteht, wobei das mindestens eine Panel (17) weiter einen Zusatzrahmen (22) umfasst, der reversibel in einer Richtung (X) parallel zur Anordnung des jeweiligen Panels (17) aus dem Hauptrahmen (21) herausgezogen werden kann, wobei der Zusatzrahmen (22) ausgebildet ist, um die Ausdehnung der Oberfläche zum Tragen einer Abdeckung aus Holzmaterial verstellbar zu vergrößern, wobei der Zusatzrahmen (22) aus Querträgern (25) besteht, die an einem Ende an einem Längsprofil (24) befestigt sind, wobei der Zusatzrahmen (22) im Verhältnis zum Hauptrahmen (21) ausziehbar ist, mit Hilfe von Gleitmitteln für die Translation des Zusatzrahmens (22) auf dem Hauptrahmen in der Richtung (X) der Ausdehnung der Querträger, dadurch gekennzeichnet, dass die Gleitmitteln mindestens einen Schieber für jeden der Querträger (25) des Zusatzrahmens (22) umfassen, wobei jeder der Schieber ausgebildet ist, um in einer entsprechenden Führung zu gleiten, die mit einem Querträger (20) des Hauptrahmens (21) integral ist.
  2. Die Schalung gemäß Anspruch 1, dadurch gekennzeichnet, dass der Hauptrahmen (21) aus den Längsprofilen (18, 19) den Querträgern (20) und aus zusätzlichen Längsverstärkungselementen (23) besteht, die mit Bezug auf eine Nutzungskonfiguration unterhalb der Querträger (20) befestigt sind.
  3. Die Schalung gemäß einem oder mehreren der obigen Ansprüche, dadurch gekennzeichnet, dass der Zusatzrahmen (22) weiter ein oder mehrere Längsverstärkungselemente (26) umfasst, die mit Bezug auf eine Nutzungskonfiguration unterhalb der Querträger (25) befestigt sind.
  4. Die Schalung gemäß einem oder mehreren der obigen Ansprüche, dadurch gekennzeichnet, dass die Querträger (20) des Hauptrahmens (21) voneinander in einer Längsrichtung, d. h. in der Erstreckungsrichtung der Längsprofile (18, 19) in einem solchen Abstand beabstandet sind, dass es ermöglicht ist, das Hindurchdringen eines Querträgers (25) des Zusatzrahmens (21) zwischen zwei benachbarten Querträgern (20) des Hauptrahmens (21) zu ermöglichen.
  5. Die Schalung gemäß einem oder mehreren der obigen Ansprüche, dadurch gekennzeichnet, dass jeder der Schieber aus einer Querschiene (28) besteht, die mit Bezug auf das Längsprofil (24) des Zusatzrahmens (22) am gegenüberliegenden Ende eines entsprechenden Querträgers (25) des Zusatzrahmens (22) befestigt ist.
  6. Die Schalung gemäß Anspruch 5, dadurch gekennzeichnet, dass die Querschiene (28) aus einer zylindrischen Röhre besteht, deren Enden von einem Stöpsel (29) aus Kunststoffmaterial bedeckt sind, der ausgebildet ist, um ein Gleiten in der entsprechenden Führung zu erleichtern.
  7. Die Schalung gemäß Anspruch 6, dadurch gekennzeichnet, dass jede Führung, die integral mit einem ersten Querträger (20) des Hauptrahmens (21) ist, aus einem Gleitschlitz (30) besteht, der in die Richtung der Länge jedes ersten Querträgers (20) bestimmt ist.
  8. Die Schalung gemäß Anspruch 7, dadurch gekennzeichnet, dass jeder Querträger (20) des Hauptrahmens (21) ein Metallprofil mit einem Querschnitt umfasst, der wie ein gleichschenkliges Trapez (32) geformt ist, wobei sich die kürzere parallele Seite auf der Seite der Längsprofile (18, 19) befindet, an denen es unten in der Nutzungskonfiguration befestigt ist, wobei das Metallprofil mit gleichschenklig trapezförmigem Querschnitt (32) auch einen Abschnitt hat, der einen schmaleren Querschnitt (33) hat, welcher zwei gegenüberliegende und symmetrische Gleitschlitze (30) bestimmt, und einen flachen Basisabschnitt (34) der sich in seitliche Flügel (35) verbreitert, um den Querschnitt zu versteifen und die Stabilität der Verbindung des Querträgers (20) mit den entsprechenden Längsprofilen (18, 19) zu verbessern.
  9. Die Schalung gemäß Anspruch 8, dadurch gekennzeichnet, dass die Querträger (25) des Zusatzrahmens (22) jeweils aus einem Metallprofil bestehen, das im Wesentlichen identisch mit den Metallprofilen der Querträger (20) des Hauptrahmens (21) ist.
  10. Die Schalung gemäß einem oder mehreren der obigen Ansprüche, dadurch gekennzeichnet, dass die Querträger (20) des Hauptrahmens (21) und die Querträger (25) des Zusatzrahmens (22) auf ihrer begehbaren Fläche, die in der Nutzungskonfiguration aufwärts gerichtet ist, eine Vielzahl von Vorsprüngen (36) haben, deren Funktion darin besteht, den Reibungswiderstand zu erhöhen, während auf den Querträgern (20, 25) umhergegangen wird.
  11. Die Schalung gemäß Anspruch 8, dadurch gekennzeichnet, dass die Längsprofile (18, 19) eines Hauptrahmens (21) aus Metall bestehen, wobei die Längsprofile (18, 19) eine flache obere Oberfläche (37) haben, um den flachen Teil (34) der Querträger (20) des Hauptrahmens (21) dort abzulegen und zu befestigen und eine flache untere Oberfläche (38) zum Auflegen des Hauptrahmens (20) auf Stützen, wie zum Beispiel die Trageköpfe (14, 15, 16).
  12. Die Schalung gemäß einem oder mehreren der obigen Ansprüche, dadurch gekennzeichnet, dass ein eine Translation verhindernder Anschlag (40) an mindestens einem Ende an jedem Längsprofil (18, 19) des Hauptrahmens (20) befestigt ist.
EP16200671.2A 2015-11-27 2016-11-25 Schalung zur ausführung von horizontalem giessen zur bereitstellung von bodenplatten Active EP3173547B1 (de)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ITUB2015A005967A ITUB20155967A1 (it) 2015-11-27 2015-11-27 Struttura perfezionata di casseratura per l'esecuzione di getti orizzontali per la realizzazione di solai

Publications (2)

Publication Number Publication Date
EP3173547A1 EP3173547A1 (de) 2017-05-31
EP3173547B1 true EP3173547B1 (de) 2018-08-22

Family

ID=55588358

Family Applications (1)

Application Number Title Priority Date Filing Date
EP16200671.2A Active EP3173547B1 (de) 2015-11-27 2016-11-25 Schalung zur ausführung von horizontalem giessen zur bereitstellung von bodenplatten

Country Status (3)

Country Link
EP (1) EP3173547B1 (de)
DE (1) DE202015106999U1 (de)
IT (1) ITUB20155967A1 (de)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10487521B2 (en) * 2017-07-10 2019-11-26 Doka Gmbh Formwork support system and method of installing a formwork support system
CN107724672A (zh) * 2017-10-18 2018-02-23 中国五冶集团有限公司 一种钢结构高层建筑现浇楼盖模板支撑结构
CN112376900A (zh) * 2020-11-24 2021-02-19 苏州拓恒建筑科技有限公司 一种组合式模板以及包括它的辅助施工楼板

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10234445A1 (de) * 2002-07-29 2004-02-12 Peri Gmbh Deckenschalungselement eines Deckenschalungssystems
DE102005031153A1 (de) * 2005-07-04 2007-01-18 Peri Gmbh Deckenschalungssystem

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
None *

Also Published As

Publication number Publication date
EP3173547A1 (de) 2017-05-31
ITUB20155967A1 (it) 2017-05-27
DE202015106999U1 (de) 2016-11-30

Similar Documents

Publication Publication Date Title
US3063122A (en) Forms for the casting of concrete
EP3173547B1 (de) Schalung zur ausführung von horizontalem giessen zur bereitstellung von bodenplatten
EP3443181B1 (de) Fallschutzvorrichtung für schalung mit lasttragenden platten für bodenplatten
EP2759658A1 (de) Vorrichtung zum Durchführen von horizontalen Güssen zum Bereitstellen von Bodenplatten
KR200484942Y1 (ko) 빔 브라켓
AU2020255346B2 (en) Panel for formwork for vertical castings
KR101791043B1 (ko) 천정보 슬리브 거푸집 고정바
WO2015196264A1 (en) Connection set for formwork beams
EP3176349B1 (de) Kupplungssystem gegen heben
KR100786144B1 (ko) 건축물의 슬래브 성형을 위한 거푸집 받침장치에 적합한보강받침대
US11105104B2 (en) Formwork apparatus and method for producing vertical wall sections that include connection reinforcement elements for a floor
JP6100714B2 (ja) 床用目地プレート
KR101791041B1 (ko) 천정보 슬리브 거푸집 고정바
KR20080057278A (ko) 지지 부재 조립체
JP2005273364A (ja) 玄関マット用の周枠におけるモルタル床のレベル出し装置、及びレベル出し方法
US20100251662A1 (en) Track wall system
KR20110006970U (ko) 목판과 스틸판으로 이루어진 거푸집
ITPD20070347A1 (it) Casseratura modulare riutilizzabile per la realizzazione di solai nervati in c. a.
KR200219474Y1 (ko) 건축물용 거푸집
KR20170111427A (ko) 천정보 슬리브 거푸집 상부고정바
GR1010639B (el) Συρταρωτο πανελο για κατασκευη δοκου οπλισμενου σκυροδεματος
JP6553504B2 (ja) 壁構造体
ITPD20110315A1 (it) Attrezzatura perfezionata per l'esecuzione di getti orizzontali per la realizzazione di solai
GR1010013B (el) Συρταρωτο πανελο για κατασκευη πλακας οροφης οπλισμενου σκυροδεματος
JPH078724Y2 (ja) 壁付梁底受け金物

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: 20171129

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

INTG Intention to grant announced

Effective date: 20180227

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

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

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: 1032695

Country of ref document: AT

Kind code of ref document: T

Effective date: 20180915

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602016004980

Country of ref document: DE

REG Reference to a national code

Ref country code: NL

Ref legal event code: MP

Effective date: 20180822

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: 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: 20181222

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: 20180822

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: 20180822

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: 20181122

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: 20181122

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: 20180822

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: 20180822

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: 20181123

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: 20180822

REG Reference to a national code

Ref country code: AT

Ref legal event code: MK05

Ref document number: 1032695

Country of ref document: AT

Kind code of ref document: T

Effective date: 20180822

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

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: 20180822

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: 20180822

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: 20180822

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

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: 20180822

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: 20180822

Ref country code: AT

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: 20180822

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: 20180822

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: 20180822

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: 20180822

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602016004980

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: 20180822

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: 20180822

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: 20180822

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: 20190523

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: 20181125

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: 20180822

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20181130

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

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: 20180822

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: 20181130

Ref country code: IE

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

Effective date: 20181125

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: 20181130

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

Ref country code: MT

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

Effective date: 20181125

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 602016004980

Country of ref document: DE

Representative=s name: FARAGO PATENTANWALTS- UND RECHTSANWALTSGESELLS, DE

Ref country code: DE

Ref legal event code: R081

Ref document number: 602016004980

Country of ref document: DE

Owner name: FARESIN FORMWORK S.P.A., IT

Free format text: FORMER OWNER: FARESIN BUILDING S.P.A., BREGANZE, IT

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

Ref country code: TR

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: 20180822

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: 20180822

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: 20161125

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: 20180822

Ref country code: MK

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

Effective date: 20180822

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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

Ref country code: CH

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

Effective date: 20191130

Ref country code: LI

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

Effective date: 20191130

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

Effective date: 20201125

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 NON-PAYMENT OF DUE FEES

Effective date: 20201125

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 602016004980

Country of ref document: DE

Representative=s name: SCHIEBER - FARAGO PATENTANWAELTE, DE

Ref country code: DE

Ref legal event code: R082

Ref document number: 602016004980

Country of ref document: DE

Representative=s name: FARAGO PATENTANWALTSGESELLSCHAFT MBH, DE

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 602016004980

Country of ref document: DE

Representative=s name: SCHIEBER - FARAGO PATENTANWAELTE, DE

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

Effective date: 20230530

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

Ref country code: DE

Payment date: 20240530

Year of fee payment: 8

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

Ref country code: IT

Payment date: 20240528

Year of fee payment: 8