EP1972736A2 - Connector for the connection between a metal element and an element made of concrete - Google Patents

Connector for the connection between a metal element and an element made of concrete Download PDF

Info

Publication number
EP1972736A2
EP1972736A2 EP08005108A EP08005108A EP1972736A2 EP 1972736 A2 EP1972736 A2 EP 1972736A2 EP 08005108 A EP08005108 A EP 08005108A EP 08005108 A EP08005108 A EP 08005108A EP 1972736 A2 EP1972736 A2 EP 1972736A2
Authority
EP
European Patent Office
Prior art keywords
connector
base
concrete
trapezoidal corrugated
connection
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
EP08005108A
Other languages
German (de)
French (fr)
Other versions
EP1972736A3 (en
EP1972736B1 (en
Inventor
Francesco Guazzo
Carlo Guazzo
Marco Guazzo
Enrico Nespolo
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.)
Tecnaria SpA
Original Assignee
Tecnaria 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 Tecnaria SpA filed Critical Tecnaria SpA
Publication of EP1972736A2 publication Critical patent/EP1972736A2/en
Publication of EP1972736A3 publication Critical patent/EP1972736A3/en
Application granted granted Critical
Publication of EP1972736B1 publication Critical patent/EP1972736B1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/18—Spacers of metal or substantially of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/17—Floor structures partly formed in situ
    • E04B5/23—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated
    • E04B5/29—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly or partly prefabricated the prefabricated parts of the beams consisting wholly of metal
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
    • E04B5/40—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element with metal form-slabs

Definitions

  • the present finding regards a connector for the connection between a metal element and an element made of concrete.
  • a typical case of use of this kind of connection is the one between a steel beam and a concrete slab.
  • the connector mainly exercises a resistance against the horizontal movement between the underlying beam and the slab. Furthermore, the connector is shaped in such a manner to resist against vertical detachment forces between the beam and the slab.
  • the steel beams are referred to as primary or secondary depending on their importance from a static point of view in the building industry.
  • the structure of the transverse section of these beams can be extremely varied and, strictly for exemplification purpose, only IPE or HE beams are mentioned hereinafter.
  • the beams are covered with a layer of concrete and thus there is the possibility of providing for reciprocal fastening between the beam and the concrete itself.
  • metal sheets of the so called trapezoidal corrugated type, given that they have alternating furrows and reliefs; in particular, it is provided for that the concrete be applied over the sheets, which thus end up interposed between the concrete and the beams.
  • trapezoidal corrugated sheets reciprocal fastening between the underlying steel beam and the concrete slab through the trapezoidal corrugated sheet is required.
  • the objective of the present invention is to provide for a connector of the type described above, easier to mount and also more resistant once mounted, with respect to similar connectors of the known type.
  • this is attained by providing a connector having a substantially rectangular base, fastenable against a beam or against a sheet interposed between the plate and the concrete through at least one fixed connection element, represented, for example, in particular by a stud, being provided for that from such base there rises two substantially flat shaped side edges, arranged slanting with respect to the abovementioned base.
  • Said connector is capable of adapting both to the presence of straight or U-shaped bars, for reinforcing the connection with the concrete, which will be arranged in proximity to the upper ends of said side edges, and also to the presence of possible ribs (usually referred to as bosses)at the bottom of the trapezoidal corrugated sheets.
  • the connector subject of the finding generally indicated by 100, has a substantially rectangular-shaped base 1, which is fastenable against a beam (possibly through an interposed sheet), through one or more studs 2 or other equivalent fixed connection elements. Rising from said base are two substantially flat-shaped side edges 3 arranged slanting with respect to the abovementioned base, in such a manner to widen moving from the base upwards.
  • some grooves 4 provided with a widened end 4', to allow the insertion of a metal rod 5 (see figures 6-10 ) inside the same, which will serve as a reinforcement element for the concrete; the insertion is conceived in a manner such that the rod cannot dislodge neither during the execution step, nor during the operation step when the connector exercises its resistance against the horizontal movement between the slab and the beam.
  • the connector subject of the finding shall be directly fastened against a beam 6 or against a trapezoidal corrugated sheet 7.
  • the trapezoidal corrugated sheet 7 is provided with a boss 8 at the bottom of its furrows and, to allow the fastening of the device subject of the finding against the sheet, it is provided that the bottom 1 of the base be advantageously wavy 9, purposely for adapting to the corresponding boss of the trapezoidal corrugated sheet; additionally, advantageously provided at the inner surface of the connector is a reinforcement rib 10.
  • figures 11-14 show that the fastening of the base 1 to the trapezoidal corrugated sheet or directly against a beam shall require at least one fastening point, through studs 2 or other connection means, though the best results shall be obtained by means of a pair of studs, as illustrated in fig. 11 .
  • the device subject of the present invention shall be advantageously used for direct connection between the concrete 11 and the beam 6; provided within the concrete are reinforcement rids 5.
  • Fig. 17 shows that the finding shall also be used in cases where a trapezoidal corrugated sheet 7 is provided and in such case the connector shall be fastened against the beam 6 passing through the trapezoidal corrugated sheet.
  • Figures 18-20 show that the device subject of the finding is adapted to be applied to various shapes of a trapezoidal corrugated sheet 7; obviously the structure of the base 1 of the connector shall vary depending on the boss 8 if provided on said trapezoidal corrugated sheet.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Mechanical Coupling Of Light Guides (AREA)
  • Adornments (AREA)

Abstract

The invention regards a connector (100) for the connection of a steel beam (6) and a concrete slab (11), characterised in that it has a substantially rectangular-shaped base (1) fastenable against the beam or possibly against a trapezoidal corrugated sheet (7) interposed between the beam and the connector, through at least one fixed fastening element (2); in particular, it is provided that from said base (1) there be two substantially flat-shaped side-edges, arranged slanting with respect to the abovementioned base in such a manner to widen moving from the base upwards.

Description

  • The present finding regards a connector for the connection between a metal element and an element made of concrete.
  • A typical case of use of this kind of connection is the one between a steel beam and a concrete slab. The connector mainly exercises a resistance against the horizontal movement between the underlying beam and the slab. Furthermore, the connector is shaped in such a manner to resist against vertical detachment forces between the beam and the slab.
  • As known in the building industry there often arises the problem regarding proper connection of steel beams with a concrete slab. The steel beams are referred to as primary or secondary depending on their importance from a static point of view in the building industry. The structure of the transverse section of these beams can be extremely varied and, strictly for exemplification purpose, only IPE or HE beams are mentioned hereinafter. On the upper part, the beams are covered with a layer of concrete and thus there is the possibility of providing for reciprocal fastening between the beam and the concrete itself.
  • As a matter of fact, in cases where the performance of these kind of connections are not provided for, the beams would require to be made with much greater dimensions, hence implying higher costs for manufacturing structures comprising the beams themselves. In practice, it is possible to ensure the connection between the steel and concrete material and considerably reduce the amount of steel used at the same time, consequently leading to advantages in terms of reducing both the manufacturing costs and the overall dimensions of the structure.
  • At times, provided on the upper part of the beams, are metal sheets, of the so called trapezoidal corrugated type, given that they have alternating furrows and reliefs; in particular, it is provided for that the concrete be applied over the sheets, which thus end up interposed between the concrete and the beams. Thus, when using trapezoidal corrugated sheets, reciprocal fastening between the underlying steel beam and the concrete slab through the trapezoidal corrugated sheet is required.
  • In order to allow these connections many types of connectors have been invented and among which the one described in the EP-A-0504500 document, of the same applicant, which regards a connector-pin provided with a fastening plate and studs or any other fastening material.
  • The objective of the present invention is to provide for a connector of the type described above, easier to mount and also more resistant once mounted, with respect to similar connectors of the known type.
  • According to the invention, this is attained by providing a connector having a substantially rectangular base, fastenable against a beam or against a sheet interposed between the plate and the concrete through at least one fixed connection element, represented, for example, in particular by a stud, being provided for that from such base there rises two substantially flat shaped side edges, arranged slanting with respect to the abovementioned base.
  • Said connector is capable of adapting both to the presence of straight or U-shaped bars, for reinforcing the connection with the concrete, which will be arranged in proximity to the upper ends of said side edges, and also to the presence of possible ribs (usually referred to as bosses)at the bottom of the trapezoidal corrugated sheets.
  • These and other characteristics of the finding shall be described in details hereinafter, with reference to some of its particular embodiments, provided for exemplification purposes, with the aid of the attached drawings wherein:
    • Figures 1-5 (tab. 1) represent some views of the device subject of the finding;
    • Figures 6-10 (tab. II) represent the same views of the device subject of the finding, provided with accessories and fastening means;
    • Figures 11-14 (tab. III) represent alternative modes of the fastening means provided for in the device subject of the finding;
    • Figures 15~16 (tab IV) represent the device subject of the finding, in a cross-sectional view and side view respectively, applied on a filled slab;
    • Fig. 17 (tab. V) represents a cross-sectional view of the device subject of the finding applied on a trapezoidal corrugated sheet;
    • Figures 18, 19 and 20 (tab. VI) represent side views of the device subject of the finding, applied on various types of trapezoidal corrugated sheets;
    • Represented in fig. 21 (tab. VII) is a plurality of devices according to the finding, applied in various ways onto beams also provided with a trapezoidal corrugated sheet.
  • In figures 1-5 it can be observed that the connector subject of the finding, generally indicated by 100, has a substantially rectangular-shaped base 1, which is fastenable against a beam (possibly through an interposed sheet), through one or more studs 2 or other equivalent fixed connection elements. Rising from said base are two substantially flat-shaped side edges 3 arranged slanting with respect to the abovementioned base, in such a manner to widen moving from the base upwards. Advantageously provided at the upper face of the side edges 3 are some grooves 4 provided with a widened end 4', to allow the insertion of a metal rod 5 (see figures 6-10) inside the same, which will serve as a reinforcement element for the concrete; the insertion is conceived in a manner such that the rod cannot dislodge neither during the execution step, nor during the operation step when the connector exercises its resistance against the horizontal movement between the slab and the beam.
  • As observable in fig. 19, the connector subject of the finding shall be directly fastened against a beam 6 or against a trapezoidal corrugated sheet 7. Furthermore, very often, the trapezoidal corrugated sheet 7 is provided with a boss 8 at the bottom of its furrows and, to allow the fastening of the device subject of the finding against the sheet, it is provided that the bottom 1 of the base be advantageously wavy 9, purposely for adapting to the corresponding boss of the trapezoidal corrugated sheet; additionally, advantageously provided at the inner surface of the connector is a reinforcement rib 10.
  • On the other hand, figures 11-14 show that the fastening of the base 1 to the trapezoidal corrugated sheet or directly against a beam shall require at least one fastening point, through studs 2 or other connection means, though the best results shall be obtained by means of a pair of studs, as illustrated in fig. 11.
  • As observable in figures 15 and 16 the device subject of the present invention shall be advantageously used for direct connection between the concrete 11 and the beam 6; provided within the concrete are reinforcement rids 5.
  • Fig. 17 shows that the finding shall also be used in cases where a trapezoidal corrugated sheet 7 is provided and in such case the connector shall be fastened against the beam 6 passing through the trapezoidal corrugated sheet.
  • Figures 18-20 show that the device subject of the finding is adapted to be applied to various shapes of a trapezoidal corrugated sheet 7; obviously the structure of the base 1 of the connector shall vary depending on the boss 8 if provided on said trapezoidal corrugated sheet.

Claims (5)

  1. CONNECTOR FOR THE CONNECTION OF A METAL ELEMENT AGAINST A CONCRETE ELEMENT, characterised in that it has a substantially rectangular-shaped base (1) fastenable against the beam (6), also through a sheet (7) interposed between the beam and the connector, through at least one fixed fastening element (2) being provided for that rising from said base (1) there be two substantially flat-shaped side edges (3) arranged slanting with respect to the abovementioned base, in such a manner to widen moving from the base upwards.
  2. Connector according to claim 1, characterised in that the base (1) has a relief (9) to adapt to the presence of a boss (8) at the bottom of the furrows of the trapezoidal corrugated sheet (7).
  3. Connector, according to claim 1 or 2, characterised in that it has a groove (4) on the upper face of the side edges (3), ending with a widened end (4'), within which a rod (5) is intended to be accommodated for the reinforcement of the concrete, the insertion of the rod into the groove being performed in such a manner that the rod cannot dislodge neither during the execution, nor during the operation step.
  4. Connector according to one or more of the preceding claims, characterised in that it has a reinforcement rib (10) at the lower portion of the connector itself.
  5. Connector, according to one or more of the preceding claims characterised in that it is fastened against a beam (6), possibly through an interposed trapezoidal corrugated sheet (7), through a plurality of fixed fastening elements (2), represented for example by a stud.
EP08005108A 2007-03-23 2008-03-19 System comprising a beam, a corrugated sheet and a connector Active EP1972736B1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
IT000084A ITVI20070084A1 (en) 2007-03-23 2007-03-23 CONNECTOR FOR THE CONNECTION OF A METAL ELEMENT WITH A CONCRETE ELEMENT

Publications (3)

Publication Number Publication Date
EP1972736A2 true EP1972736A2 (en) 2008-09-24
EP1972736A3 EP1972736A3 (en) 2010-06-02
EP1972736B1 EP1972736B1 (en) 2011-10-26

Family

ID=39529510

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08005108A Active EP1972736B1 (en) 2007-03-23 2008-03-19 System comprising a beam, a corrugated sheet and a connector

Country Status (4)

Country Link
EP (1) EP1972736B1 (en)
AT (1) ATE530718T1 (en)
ES (1) ES2375229T3 (en)
IT (1) ITVI20070084A1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT201600094980A1 (en) * 2016-09-21 2018-03-21 Giuseppe Grande Floor deck consisting of composite or hybrid beams of various kinds and composite or hybrid orthotropic floors, in fretted sheet and concrete or in wood and concrete paneling or in flat or ribbed slabs and concrete
IT201700013987A1 (en) * 2017-02-09 2018-08-09 Giuseppe Grande Deck of beams and floors with anisotropic or orthotropic texture for layering, composed or hybrid, of structural elements of different constitution

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2023635A1 (en) 1969-09-09 1971-11-25 Befestigungs-Technik BEDO-Dortmund Joachim Seiffert, 4600 Dortmund-Horde Hanging device
JPS62154042U (en) 1986-03-18 1987-09-30
DE3820476A1 (en) 1987-07-28 1989-02-09 Bucher Franz Process for mounting a floor shuttering which can be cast with insitu concrete
EP1582644A1 (en) 2004-03-31 2005-10-05 Sintesi S.r.l. System for the construction of mixed wood and concrete floors, and the components required to join the two materials

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0504500B1 (en) * 1991-03-19 1993-11-10 TECNARIA S.p.A A connecting stake with a fixing stirrup and with nails to be pneumatically inserted for the connection of a concrete casting on an iron beam
DE10251936B4 (en) * 2002-05-11 2007-08-30 Rehau Ag + Co Carrier element for a concrete core tempering module

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2023635A1 (en) 1969-09-09 1971-11-25 Befestigungs-Technik BEDO-Dortmund Joachim Seiffert, 4600 Dortmund-Horde Hanging device
JPS62154042U (en) 1986-03-18 1987-09-30
DE3820476A1 (en) 1987-07-28 1989-02-09 Bucher Franz Process for mounting a floor shuttering which can be cast with insitu concrete
EP1582644A1 (en) 2004-03-31 2005-10-05 Sintesi S.r.l. System for the construction of mixed wood and concrete floors, and the components required to join the two materials

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT201600094980A1 (en) * 2016-09-21 2018-03-21 Giuseppe Grande Floor deck consisting of composite or hybrid beams of various kinds and composite or hybrid orthotropic floors, in fretted sheet and concrete or in wood and concrete paneling or in flat or ribbed slabs and concrete
IT201700013987A1 (en) * 2017-02-09 2018-08-09 Giuseppe Grande Deck of beams and floors with anisotropic or orthotropic texture for layering, composed or hybrid, of structural elements of different constitution

Also Published As

Publication number Publication date
EP1972736A3 (en) 2010-06-02
ES2375229T3 (en) 2012-02-27
EP1972736B1 (en) 2011-10-26
ATE530718T1 (en) 2011-11-15
ITVI20070084A1 (en) 2008-09-24

Similar Documents

Publication Publication Date Title
US20090277123A1 (en) Connector for the connection between a metal element and an element made of concrete
US9260867B2 (en) Anti-spalling edging
US8353133B2 (en) Anchor for handling construction elements comprising fixed divergent arms
EP1972736A2 (en) Connector for the connection between a metal element and an element made of concrete
KR20110133126A (en) Steel tube for filling concrete
JP2010275740A (en) Reinforced structure
CA2632372A1 (en) Connector for the connection between a metal element and an element made of concrete
KR20110106204A (en) Deck plate
KR101105404B1 (en) Deck plate system using cap plate
JP2007262859A (en) Deck plate
JP5428437B2 (en) Floor slab and its construction method
KR20120018028A (en) Deck plate having plulality of cap plate
JP2019199731A (en) Cutoff device for road bridge elongation/contraction device
EP1985774B2 (en) Metal webs in and for timber trusses
KR101388991B1 (en) Composite structural member of corrugated steel web and concrete member
JP5351576B2 (en) Spacer for floor slab
US20070095014A1 (en) Consumable assembly for forming a concrete wall structure, a concrete wall structure formed with the assembly and a side plate for use in the assembly
JP6604650B2 (en) Retaining wall formwork fixed hardware
JP7227900B2 (en) deck plate
JP7002069B2 (en) Tile, metal fittings for fixing tiles, fixing method of the metal fittings, construction method of tiles and manufacturing method of PC concrete plate
JP2008050766A (en) Reinforcing bar truss and deck plate with reinforcing bar truss
JP2008121301A (en) Panel for double floor
JP7457552B2 (en) deck plate
KR200311685Y1 (en) A seal-board for installing a seal of a construction
KR20180067168A (en) Precast concrete slab with composite shear connecting member, and construction method therefor

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): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MT NL NO PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA MK RS

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MT NL NO PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA MK RS

RIC1 Information provided on ipc code assigned before grant

Ipc: E04B 5/29 20060101ALI20100427BHEP

Ipc: E04B 5/40 20060101AFI20080627BHEP

Ipc: E04C 5/16 20060101ALI20100427BHEP

17P Request for examination filed

Effective date: 20100927

AKX Designation fees paid

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MT NL NO PL PT RO SE SI SK TR

RIC1 Information provided on ipc code assigned before grant

Ipc: E04B 5/29 20060101ALI20110419BHEP

Ipc: E04C 5/16 20060101ALI20110419BHEP

Ipc: E04B 5/40 20060101AFI20110419BHEP

RTI1 Title (correction)

Free format text: SYSTEM COMPRISING A BEAM, A CORRUGATED SHEET AND A CONNECTOR

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

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): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MT NL NO PL PT RO SE SI SK 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: IE

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602008010697

Country of ref document: DE

Effective date: 20120105

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: BRAUNPAT BRAUN EDER AG

REG Reference to a national code

Ref country code: NL

Ref legal event code: VDEP

Effective date: 20111026

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2375229

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20120227

LTIE Lt: invalidation of european patent or patent extension

Effective date: 20111026

REG Reference to a national code

Ref country code: AT

Ref legal event code: MK05

Ref document number: 530718

Country of ref document: AT

Kind code of ref document: T

Effective date: 20111026

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

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: 20120126

Ref country code: BE

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: 20111026

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: 20120226

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: 20111026

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

Ref country code: GR

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

Effective date: 20120127

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: 20111026

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: 20111026

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: 20111026

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: 20111026

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: 20111026

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: 20120227

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: 20111026

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: 20111026

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: 20111026

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: 20111026

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: 20111026

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: 20120126

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: 20111026

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: 20111026

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: 20120727

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 NON-PAYMENT OF DUE FEES

Effective date: 20120331

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602008010697

Country of ref document: DE

Effective date: 20120727

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: IE

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

Effective date: 20120319

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: 20111026

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

Ref country code: FI

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

Effective date: 20111026

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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20111026

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: 20111026

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

Ref country code: CH

Payment date: 20140331

Year of fee payment: 7

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: 20120319

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

Effective date: 20080319

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: 20150331

Ref country code: LI

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

Effective date: 20150331

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 9

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

Ref country code: GB

Payment date: 20160307

Year of fee payment: 9

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

Ref country code: DE

Payment date: 20160331

Year of fee payment: 9

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 10

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 602008010697

Country of ref document: DE

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

Effective date: 20170319

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

Ref country code: DE

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

Effective date: 20171003

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: 20170319

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 11

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

Ref country code: IT

Payment date: 20240222

Year of fee payment: 17

Ref country code: FR

Payment date: 20240222

Year of fee payment: 17

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

Ref country code: ES

Payment date: 20240411

Year of fee payment: 17