EP3538717A1 - Modulares erdbebensicheres unterstützungssystem für bauten - Google Patents

Modulares erdbebensicheres unterstützungssystem für bauten

Info

Publication number
EP3538717A1
EP3538717A1 EP17811707.3A EP17811707A EP3538717A1 EP 3538717 A1 EP3538717 A1 EP 3538717A1 EP 17811707 A EP17811707 A EP 17811707A EP 3538717 A1 EP3538717 A1 EP 3538717A1
Authority
EP
European Patent Office
Prior art keywords
elements
vertical support
support elements
supporting system
profile
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
EP17811707.3A
Other languages
English (en)
French (fr)
Other versions
EP3538717B1 (de
Inventor
Raffaele LANDOLFO
Luigi FIORINO
Vincenzo MACILLO
Maria Teresa TERRACCIANO
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.)
Lamieredil SpA
Original Assignee
Lamieredil 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 Lamieredil SpA filed Critical Lamieredil SpA
Publication of EP3538717A1 publication Critical patent/EP3538717A1/de
Application granted granted Critical
Publication of EP3538717B1 publication Critical patent/EP3538717B1/de
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/08—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
    • E04B2/60—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members
    • E04B2/62—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal characterised by special cross-section of the elongated members the members being formed of two or more elements in side-by-side relationship
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2415—Brackets, gussets, joining plates
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B1/2403—Connection details of the elongated load-supporting parts
    • E04B2001/2448—Connections between open section profiles
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • E04B2001/2496—Shear bracing therefor

Definitions

  • the present invention relates to a modular seismic- resistant supporting system for constructions.
  • the present invention relates to a modular seismic-resistant supporting system for constructions of the type using rods and able to be used in civil construction.
  • the CFS construction systems classified according to the level of prefabrication can be classified as: rod systems (stick-built), systems with panels (panelized construction) and systems with modules (modular construction) .
  • the rods construction system is the most widespread type of construction in the field of constructions and finds its origins in wood construction.
  • Such a system obtained by assembling steel members made of cold formed steel having a prevailing one-dimensional development (known as "studs”, “tracks” and “joints") and covering panels, connected to each other by means of screws, nails and bolts is characterized by rapidity of assembly, possibility to realize different types of buildings, low cost transport, easy work and low construction costs.
  • the assembly of a construction system with rods can take place essentially according to two systems: “platform system” and “balloon system.”
  • the two assembly methods are distinguished by the different conception of the structural system and, therefore, by the way in which the loads are transferred to the foundation.
  • a rod system assembled according to the "Platform system” methodology presents a structure built-up for floor, in such a way that the lower floor will act as a support for the realization of the upper one; the walls are not continuous and the loads are transferred to the walls of the lower floor through the structure of the slab.
  • the walls are continuous for several floors and the slab is connected to them. In it the loads pass from the top to the bottom without affecting the structure of the intermediate soles .
  • Scope of the present invention is to provide a modular seismic-resistant supporting system for constructions, having characteristics such as to overcome the limits which still affect the modular rods construction systems previously described with reference to the prior art .
  • a modular seismic- resistant supporting system 100 for constructions is provided, as defined in claim 1.
  • FIG. 1 shows a three-dimensional schematic view of a modular seismic-resistant supporting system for constructions, according to the invention
  • figure 2 shows a two-dimensional schematic front view of the modular seismic-resistant supporting system for constructions, according to the invention
  • FIG. 3 shows a schematic front view of driving reinforcements of the modular seismic-resistant supporting system for constructions, according to the invention
  • Figure 4 shows a two-dimensional schematic view along the section A-A' of the modular seismic-resistant supporting system for constructions, according to the invention
  • FIG. 5 shows a schematic front view of retaining elements of the modular seismic-resistant supporting system for constructions, according to the invention
  • FIG. 6 shows a two-dimensional schematic view of connecting elements connected to the diagonals of the modular seismic-resistant supporting system for constructions, according to the invention.
  • the modular seismic-resistant supporting system for constructions 100 comprises: a pair of outer vertical support elements 101 delimiting the entire system 100; an upper horizontal guide 102a and a lower horizontal guide 102b fitted between the outer vertical support elements 101; a plurality of inner vertical vertical support elements 103, for example three, comprised between the outer vertical support elements 101 of the ends; transversal elements 104 of intersection between the outer vertical support elements 101 and the inner vertical vertical support elements 103; diagonal elements 105, for example rods, for connecting the ends of the upper guide 102a with the diagonally opposite ends of the lower guide 102b; connecting elements, as hankies, 106 positioned at each intersection of an external vertical upright 101 with the upper guide 102a or lower guide 102b; internal connection elements 107, shown in Figure 4, for connecting the outer support elements 101 and the upper guide 102a and the lower guide 102b; retaining elements 108 placed on the transverse elements 104.
  • the inner vertical support elements 103 are coupled to the upper guide 102a and to the lower guide 102b by insertion of their ends inside the guide upper 102a and the lower guide 102b, having a U-shaped section.
  • connection elements 107 are coupled to the ends of the vertical support elements 101 and are locked with them and with the inner vertical support elements 103 by means of threaded connections, for example bolts not shown in the figures .
  • the internal connection elements 107 allow the module of the system 100 to be mounted on a structure.
  • the outer support elements 101 are pairs of "C” profiles connected to the upper guide 102a and the lower guide 102b on the higher side of the "C" shape (the back-back connection) .
  • the diagonal elements 105 are configured to absorb the transverse loads due to a possible earthquake.
  • a first pair of diagonal elements 105 and the hankies 106 are placed both on a front side and on a rear side of the system 100 assuming a X configuration.
  • the diagonal elements 105 are connected to the lower 102a and upper 102b guide and to the outer support elements 101 by means of the connection hankies 106.
  • the upper 102a and lower 102b guide comprise a plurality of upper reinforcements 102aa and lower reinforcements 102ba, each positioned internally respectively at the upper and lower ends of the vertical vertical support elements 103, and, more specifically, the upper reinforcements 102aa being inserted between the upper guide 102 and the upper ends of the vertical vertical support elements 103 and the lower reinforcements 102ba being inserted between the lower guide 102b and the lower ends of the vertical vertical support elements 103.
  • the reinforcements 102aa, 102ba are C shaped profiles.
  • the inner vertical support elements 103 are connected and kept at a predetermined distance between them by means of the transversal elements 104, placed at half height of the inner vertical support elements 103 and of the support elements 101 on the front and rear side of the system 100.
  • the internal connection elements 107 between the outer support elements 101 and the guides 102a and 102b are configured to guarantee the absorption of the high stresses to which the system 100 is subject when it is in place in work.
  • retaining elements 108 connected between to the transverse elements 104 are also connected between the outer support elements 101 and the inner vertical support elements 103 at mid-height.
  • the retaining elements 108 comprise a "C” shaped first upper profile 108a and a "U” shaped lower profile 108b, the first upper profile 108a being placed over the second lower profile 108b.
  • the transverse elements 104 and the retaining elements 108 are configured to ensure the stability of the system 100.
  • the Applicant performed experimental tests comparing the system 100 to one system representative of the prior art, showing an increase of more than 50% in the strength to the seismic loads acting on the horizontal plane, achieved by introducing the transverse elements 104, the "C” shaped first upper profile 108a, the “U” shaped lower profile 108b, the “C” shaped reinforcements 102aa and 102ba, the hankies 106 of the system 100 according to the invention .
  • the outer support elements 101 2x "C” Shaped Beam sized as 150x60x20x2
  • the diagonal elements 105 sized as 240x2
  • the first configuration according to the prior art showed a strength level to seismic load of 75 [kN] .
  • the outer support elements 101 2x "C” Shaped Beam sized as 150x60x20x1.5
  • the inner vertical support elements 103 2x "C” Shaped Beam sized as 150x60x20x1.5
  • First configuration tested of the system 100 according to the invention comprises:
  • the outer support elements 101 2x "C” Shaped Beam sized as 150x60x20x2
  • the inner vertical support elements 103 "C" Shaped Beam sized as 150x60x20x2
  • the transverse elements 104 sized as 60x2
  • the diagonal elements 105 sized as 240x2
  • the hankies 106 sized as 385x385x2
  • the reinforcements 102aa and 102ba "U" Shaped Beam sized as 150x60x20x2
  • the first configuration of the system 100 according to the invention showed a strength level to seismic load of 152.0 [kN] .
  • the second configuration tested according to the invention comprises: •
  • the inner vertical support elements 103 "C” Shaped Beam sized as 150x60x20x1.5
  • the transverse elements 104 sized as 60x1.5
  • the hankies 106 sized as 300x300x1.5
  • the reinforcements 102aa and 102ba 2x "U" Shaped Beam sized as 150x60x20x1.5
  • the second configuration tested, according to the invention showed a strength level to seismic load of 72.5 [kN] .
  • the strength of the system 100 due to the introduction of innovative components as the transverse elements 104, the "C” shaped first upper profile 108a, the “U” shaped lower profile 108b, the "C” shaped reinforcements 102aa and 102ba, the hankies 106, is largely improved with reference to the prior art, in both configuration tested.
  • the system 100 according to the invention in a first configuration, shows a 103% improvement with reference to prior art (in the first configuration) .
  • the system according to the invention in a second configuration, shows a 67% improvement with reference to prior art (in the second configuration) .
  • the system 100 includes innovative elements in order to improve the structural integrity against horizontal loads in the wall plane and therefore increases the seismic strength of the system 100.
  • the system 100 according to the invention guarantees better performance of the support elements against the overall bending instability with a bending plane parallel to the wall due to the introduction at mid-size of the wall of the transverse elements 104 and of the "C" shaped first upper profile 108a and the "U” shaped lower profile 108b, able to reduce by half the free bending length.
  • This system provides a retain against the overall bending instability of the support elements in the wall plane and therefore by using it allows to increase the carrier capacity of the upright to the axial compression and consequently the overall structural performance of the system against the horizontal loads acting on the plane of the walls.
  • the upper and lower "U” shaped guides are strengthened by adding the "C” shaped guides 102aa and 102ab inside them with self- tapping screws.
  • the profile of the 100 system consists of a rectangular box section which guarantees better behavior against instability, resulting in increased compression strength of the guides and supporting capabilities of the system against the horizontal loads acting on the wall plane.
  • connection hankies 106 allows a better connection of the diagonals to the frame. It is possible to distribute the fastening elements, such as screws, in a more rational way, and also form a medium that allows a more effective connection with the terminal posts and the upper/lower guide.
  • modular seismic-resistant supporting system 100 with such a better of the connection geometry leads to an improvement of its supporting capacity.
  • the system 100 is made of metal.
  • the system 100 is made of light alloy.
  • the modular seismic-resistant supporting system 100 for constructions according to the invention allows to provide modular structures for building use with a suitable strength to seismic events and easily adaptable.
  • Another advantage of the modular seismic-resistant supporting system for constructions according to the invention consists in the ability to realize also complex structures.
  • the modular seismic-resistant supporting system for constructions according to the invention is of low cost.
  • modular seismic-resistant supporting system for constructions is versatile and reconfigurable, being able to vary the strength to seismic events depending on the regulations impositions .

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Rolling Contact Bearings (AREA)
EP17811707.3A 2016-11-09 2017-11-09 Modulares erdbebensicheres unterstützungssystem für bauten Active EP3538717B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
IT102016000113028A IT201600113028A1 (it) 2016-11-09 2016-11-09 Sistema costruttivo portante modulare sismo-resistente
PCT/IB2017/057002 WO2018087686A1 (en) 2016-11-09 2017-11-09 Modular seismic-resistant supporting system for constructions

Publications (2)

Publication Number Publication Date
EP3538717A1 true EP3538717A1 (de) 2019-09-18
EP3538717B1 EP3538717B1 (de) 2021-12-15

Family

ID=58228434

Family Applications (1)

Application Number Title Priority Date Filing Date
EP17811707.3A Active EP3538717B1 (de) 2016-11-09 2017-11-09 Modulares erdbebensicheres unterstützungssystem für bauten

Country Status (3)

Country Link
EP (1) EP3538717B1 (de)
IT (1) IT201600113028A1 (de)
WO (1) WO2018087686A1 (de)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111749368A (zh) * 2020-06-30 2020-10-09 中冶(上海)钢结构科技有限公司 一种装配式级联支撑抗侧体系及其作业方法
CN115387508B (zh) * 2022-08-24 2024-04-12 安徽省建筑科学研究设计院 一种钢板剪力墙及其施工方法

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6185898B1 (en) * 1998-07-10 2001-02-13 Robert F. Pratt High strength wall frames and system utilizing same
US8769887B2 (en) * 2006-06-15 2014-07-08 Ray A. Proffitt, Jr. Hold down clip and wall system

Also Published As

Publication number Publication date
WO2018087686A1 (en) 2018-05-17
IT201600113028A1 (it) 2018-05-09
EP3538717B1 (de) 2021-12-15

Similar Documents

Publication Publication Date Title
US9066585B2 (en) Storage rack, flexible moment frame for reducing seismic damage to stored goods
AU2016200079B2 (en) Light gauge steel beam-to-column joint with yielding panel zone
KR102509416B1 (ko) 랙 구조물 및 그 시공방법
EP3538717B1 (de) Modulares erdbebensicheres unterstützungssystem für bauten
NL9001766A (nl) Polygoonvormig huis.
CN110946441B (zh) 一种抗震货架支架
US3696574A (en) Building having a skeleton frame
KR101027378B1 (ko) 블록과 강선을 이용한 내진벽 및 시공방법
US20140000182A1 (en) Construction element for erecting structure, and method of erecting structure with use thereof
DE10130866A1 (de) Bauelement zur Wärmedämmung
KR102394589B1 (ko) 트러스 볼 스페이스 프레임 내진 보강 장치
JP7383651B2 (ja) 簡易構造物の壁面構造及び簡易構造物
WO2014158109A1 (en) Innovation for shear reinforcement of coupling beams of coupled shear walls
CN217299409U (zh) 一种带肋梁的大跨楼盖结构
KR102679535B1 (ko) 주차타워 골조시스템 시공 구조
CN217299410U (zh) 一种次梁与主梁纵横向交错布置的大跨度钢结构楼盖
CN213448862U (zh) 一种拼装式轻钢结构房屋框架
CN216892836U (zh) 大跨度桁架结构体系
CN211608749U (zh) 一种抗震货架及具有其的托盘式货架、多穿式货架
JP6648067B2 (ja) 仕口構造及び建物
Yusuf et al. Analysis and seismic design of flat slab RCC structures
CN208633271U (zh) 一种新型交错桁架结构
Cortes et al. Steel slit panel configurations
Gilbert et al. The influence of pallets on the behaviour and design of drive-in steel storage racks–Part I Behaviour
AU2017279719A1 (en) Hollow section structural member

Legal Events

Date Code Title Description
STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: UNKNOWN

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

Free format text: STATUS: THE INTERNATIONAL PUBLICATION HAS BEEN MADE

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

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

Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE

17P Request for examination filed

Effective date: 20190610

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

DAV Request for validation of the european patent (deleted)
DAX Request for extension of the european patent (deleted)
STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: EXAMINATION IS IN PROGRESS

17Q First examination report despatched

Effective date: 20200304

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: 20210610

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

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602017051039

Country of ref document: DE

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 1455603

Country of ref document: AT

Kind code of ref document: T

Effective date: 20220115

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: 20211215

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: 20211215

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: 20211215

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: 20211215

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: 20220315

REG Reference to a national code

Ref country code: GR

Ref legal event code: EP

Ref document number: 20220400514

Country of ref document: GR

Effective date: 20220418

REG Reference to a national code

Ref country code: AT

Ref legal event code: MK05

Ref document number: 1455603

Country of ref document: AT

Kind code of ref document: T

Effective date: 20211215

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: 20211215

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: 20220315

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: 20211215

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: 20211215

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: 20211215

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: 20211215

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: 20211215

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: 20211215

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: 20220418

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: 20211215

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: 20211215

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: 20211215

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

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: 20211215

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: 20211215

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602017051039

Country of ref document: DE

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: 20220415

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: 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: 20211215

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: 20211215

26N No opposition filed

Effective date: 20220916

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: 20211215

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: 20211215

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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: 20221109

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

Ref country code: AL

Payment date: 20221108

Year of fee payment: 6

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: 20221109

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: 20221130

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

Ref country code: GB

Payment date: 20231027

Year of fee payment: 7

Ref country code: GR

Payment date: 20231129

Year of fee payment: 7

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

Ref country code: TR

Payment date: 20231027

Year of fee payment: 7

Ref country code: IT

Payment date: 20231109

Year of fee payment: 7

Ref country code: FR

Payment date: 20231027

Year of fee payment: 7

Ref country code: DE

Payment date: 20231030

Year of fee payment: 7

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

Effective date: 20240205

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: 20171109

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: 20211215

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: 20211215