EP1646755B1 - Fertigteilbodenelement mit äusserer verstärkung und verfahren zur herstellung solch eines fertigteilbodenelements - Google Patents

Fertigteilbodenelement mit äusserer verstärkung und verfahren zur herstellung solch eines fertigteilbodenelements Download PDF

Info

Publication number
EP1646755B1
EP1646755B1 EP04748727A EP04748727A EP1646755B1 EP 1646755 B1 EP1646755 B1 EP 1646755B1 EP 04748727 A EP04748727 A EP 04748727A EP 04748727 A EP04748727 A EP 04748727A EP 1646755 B1 EP1646755 B1 EP 1646755B1
Authority
EP
European Patent Office
Prior art keywords
reinforcement member
floor element
reinforcement
concrete layer
incorporated
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
EP04748727A
Other languages
English (en)
French (fr)
Other versions
EP1646755A2 (de
Inventor
Peter Cornelis Peters
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.)
INNOVATIE TECHNIEK SLOKKER BV
Original Assignee
Aslo-Twenty-Five BV
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 Aslo-Twenty-Five BV filed Critical Aslo-Twenty-Five BV
Publication of EP1646755A2 publication Critical patent/EP1646755A2/de
Application granted granted Critical
Publication of EP1646755B1 publication Critical patent/EP1646755B1/de
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • 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
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/10—Load-carrying floor structures formed substantially of prefabricated units with metal beams or girders, e.g. with steel lattice girders
    • 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
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement

Definitions

  • the present invention relates to a prefab floor element having an underside and upper side, which latter side forms the bearing side, which floor element comprises a concrete layer incorporating a first reinforcement member and at the underside of the floor element a partly external, second reinforcement member.
  • a prefab floor element known from EP 0 450 682 comprises a concrete layer with a first pre-tensioned reinforcement member.
  • the floor element has a second reinforcement member, whose base is formed by two straight rods, which via a zigzag wire are connected with a third straight rod.
  • the second reinforcement member In its longitudinal direction, the second reinforcement member has a V-shaped cross section. The two rods are placed up against the first reinforcement member and are incorporated in the concrete, whereas the third rod extends beyond the concrete and is strainable under tension. Relative to its load-bearing caundercity, there is a reduction in said known floor element's weight, due to the reinforcement being partly external.
  • the first reinforcement member is a netted first reinforcement member and the non-external portion of the second reinforcement member partly extends through openings of the netted reinforcement member coming close to the bearing surface.
  • the prefab floor element according to the invention is stronger or equally strong and lighter (and therefore cheaper) while having a concrete layer of the same thickness. In the latter case fewer second reinforcement members are needed and there is more freedom with respect to the installation of pipes between the lowered ceiling and the underside of the concrete layer.
  • the second reinforcement member in particular the opening formed by the external portion of the reinforcement and the underside of the floor element formed, can be used for passing through conduits, and if such a floor element is used as floor element of a storey or roof, for securing a lowered ceiling. There is no need to pre-tension the reinforcement and this favourably affect the cost price of the prefab floor element.
  • the invention also relates to a method of manufacturing a concrete prefab floor element having internal and external reinforcement, by pouring a layer of concrete on the upper side of a formwork, wherein a first reinforcement member is incorporated into the concrete layer and a second reinforcement member is partly incorporated into the concrete layer, wherein the portion of the second reinforcement member that is not incorporated in the concrete layer comprises a rod-like element that serves for absorbing the tensile forces while the floor element is in use, and the concrete is allowed to set, resulting in a ready floor element that is separated from the formwork.
  • a floor element is manufactured on its end face by pouring concrete on a formwork.
  • a first, pre-tensioned reinforcement member is incorporated.
  • the second reinforcement member comprises a base formed by two straight rods connected via a zigzag wire with a third straight rod.
  • the second reinforcement member has a V-shaped cross section, and the two straight rods are placed between first reinforcement members and incorporated into the concrete, while the third rod projects therefrom.
  • a floor element manufactured by the known method has a reduced weight. Furthermore, when using smooth formwork, a bearing side is obtained that requires no further finishing.
  • Traditional floor elements, whose reinforcement is entirely internal, need a relatively large portion of the materials used for carrying the weight of the floor element itself.
  • the second reinforcement member used is a traditional joist for concrete slabs, which is partly incorporated into the concrete slab.
  • the method according to the invention is defined by claim 2.
  • the portion of the second reinforcement member incorporated into the concrete layer is partly inserted through openings of the netted reinforcement member, and the concrete is allowed to set, resulting in the reinforced prefab floor element.
  • the second reinforcement With the second reinforcement according to the invention a thinner floor having the same bearing capacity can be manufactured or an equally thick floor having a greater bearing capacity.
  • the first reinforcement can be placed more closely to the underside of the floor.
  • the second reinforcement cannot be incorporated deeply in the concrete, and without the two rods to be incorporated in the concrete, the connection between them is poor.
  • These two rods raise the cost price, not only because of the intrinsic costs, but also because of the numerous extra connections (welding points), while an excellent connection with the concrete of the concrete layer is ensured. Owing to the excellent connection of the second reinforcement with the concrete it is even possible to use fewer second reinforcements.
  • the reinforcement members can be placed independently of each other (at least, provided the portions of the second reinforcement member incorporated in the concrete layer are allowed to project at least partly into the openings of the first netted reinforcement member). In practice this means that the distances are determined by the distance necessary to avoid corrosion of the reinforcement members. In the finished floor, and taking into account other factors such as fire safety, the netted reinforcement member is located as closely as possible to the underside.
  • the portions of the second reinforcement member incorporated in the concrete, which face toward the bearing surface are located as closely as possible to the bearing surface.
  • the thickness of the concrete layer under the first, netted reinforcement member in the finished state of the floor element, may be considerably thinner. This makes this reinforcement member more effective optionally allows it to be embodied lighter and therefor cheaper.
  • the reinforcement members will generally be made of steel, it does not exclude plastic, fibres (such as glass fibres and carbon fibres) and composites of these.
  • the reinforcement may have any shape, such as an I- or T-section, a spiral shape, which shapes may contribute to an improved strength or better bonding with the concrete layer.
  • prefab floor element When in the present application the term bearing surface or bearing side is used, it means that after the prefab floor element has been placed, that side requires no further finishing.
  • prefab floor element also encompasses a roofing floor, where the floor element serves as ceiling.
  • the second reinforcement, in particular the openings formed by the external part of the reinforcement and the underside of the formed floor element may be used for passing through conduits and in the case where such a floor element is used as floor element of a storey or roof, for fastening a lowered ceiling.
  • a reinforcement is used as the second reinforcement, which in addition to the rod-like part comprises a further part having a saw tooth or zigzag profile, wherein points of the saw teeth or zigzag project through openings of the first reinforcement member.
  • Such a second reinforcement member is easily manufactured and provides excellent strength.
  • the first netted reinforcement member in the finished prefab floor element is located in the bottom 35%, preferably in the bottom 25% of the thickness of the concrete layer.
  • the points of the second reinforcement member are located in the top 35%, preferably in the top 25% of the thickness of the concrete layer.
  • the rod-like part and all the points of the saw tooth or zigzag profile of the further member should preferably be oriented in one plane.
  • the one plane is placed perpendicularly to the plane of the formwork's upper side.
  • the points of the saw tooth or zigzag profile is preferred to form a V in the longitudinal direction, with the points projecting, for example, alternately to the left or right.
  • Another repeating pattern is also possible, and also a W-configuration.
  • a reinforcement member having at least at one of its ends an end portion that extends substantially perpendicularly to the one plane of the second reinforcement is used.
  • Such an end portion facilitates easy positioning of the second reinforcement member without it being able to fall over. This renders the manufacture of the prefab floor less labour-intensive. It is also useful for anchoring the second reinforcement member in the concrete layer.
  • the concrete layer extend beyond the external reinforcement and the thickness of the concrete layer at those ends be adjusted to a predetermined value.
  • the ends of the prefab floor can be made to rest on the foundation or the top of the walls, which facilitates building.
  • Fig. 1 shows a prefab floor element 1 according to the invention in cross section, comprising a concrete layer 2 having an underside 3 and a upper side 4.
  • the upper side 4 forms the bearing surface.
  • a first reinforcement member 5 of the kind well known in the art(in Fig. 2 shown to be netted), as well as a second reinforcement member 6 according to the invention.
  • the second reinforcement member 6 comprises two kinds of elements, a rod-like element 7 and two members having a zigzag profile 8a, 8b.
  • the pointed ends 9 of the zigzag profile of the members 8a, 8b project through the first reinforcement member 6 coming close to the upper side 4 of the concrete layer 2.
  • the free ends 10, 11 of the prefab floor element shown in Fig. 1 is supported on two walls A, A'.
  • the prefab floor element 1 is manufactured such that (at least) the ends of the concrete layer 2 have a defined, uniform thickness, it is possible to place a following wall (not shown) on top of the ends.
  • the term "defined uniform thickness" does not exclude the possibility of the ends having a profile to match the walls A, A', and augmenting the connection between walls A, A', and the prefab floor element 1.
  • the zigzag elements 8a, 8b are connected with the rod-like element 7 by means of, for example, welding.
  • the rod-like element 7 is a rod-like element 7 that is under strain of tension. It is preferably manufactured from the usual reinforcing steel and a suitable diameter for a prefab floor 1 with a span of 5.4 m is 16 mm, wherein the second reinforcement members are spaced approximately 1.2 m from each other.
  • zigzag elements 8a, 8b it is also possible to use one single continuous zigzag element 8 (not shown). However, near the middle of the rod-like element 7, the zigzag elements 8a, 8b contribute little to the strength of the prefab floor and may be omitted.
  • Fig. 2 shows the openings 12 of the netted first reinforcement member 5, through which the pointed ends 9 (seen in Fig. 1) project.
  • the second reinforcement member 6, and more in particular one end of each of the elements with zigzag profile 8a, 8b, is provided with end portions 13a, 13b, which fulfil two functions.
  • end portions 13a, 13b help to absorb and transmit forces to the second reinforcement member 6.
  • an auxiliary element 14 which helps to distribute the forces over the netted reinforcement member 5.
  • floor elements 1 can be connected with one another.
  • strengthening elements 15 may be used.
  • Fig. 3 shows an end 10 of the prefab floor element 1 depicted in Fig. 1, wherein as usual the reference numerals correspond with the above-described elements.
  • the schematic cross section along line IV-IV of Fig. 1 shown in Fig. 4 depicts the concrete layer 2, the first netted reinforcement member 5 and the second reinforcement member 6.
  • the second reinforcement member 6 is placed perpendicularly on the first reinforcement member 5.
  • the first reinforcement member 5 extends parallel to the upper side 4 of the concrete layer 2.
  • the prefab floor elements 1 according to the invention can be placed to abut against each other so as to form a larger floor element (or ceiling element).
  • Fig. 5 depicts a simple embodiment, in which the floor element 1 tapers slightly towards the bearing surface (which during manufacture may also aid separation), and whereby a V-shaped groove is formed when two prefab floor elements 1, 1' are placed so as to abut against each other. In practice this will be filled with, for example, mortar B.
  • the prefab floor elements 1, 1' may also have sides that overlap, as shown in Fig. 6.
  • a strip of metal 16, 16' may during manufacture of the concrete layer 2 be embedded in the longitudinal sides of the concrete layer 2, which strips 16, 16' are connected with the netted reinforcement member 5, 5' by reinforcement means 15, 15'.
  • the longitudinal sides form a V-shaped groove, into which a wire 17 is placed.
  • the wire 17 is welded to the strips 16, 16' after which the V-shaped groove is filled with mortar, rubber or the like.
  • the invention described concerns a prefab floor element comprising a concrete layer
  • a different material such as plastic or glass
  • the reinforcement or parts thereof may consist of materials other than metal, such as (super)fibres, the person skilled in the art is familiar with the various types (Twaron, Dyneema, glass fibre, carbon fibre, etc.).
  • Such a floor element does not form part of the claimed invention.
  • reference numerals with an accent correspond with those without accent but apply to another floor element.
  • the prefab floor element will be a rectangular prefab floor element.
  • the rod-like element of a second reinforcement member will in general extend substantially perpendicularly to the ends of the floor element. If it is desirable to keep the second reinforcement at a specific distance from the (final) top surface of the prefab floor element, it is possible to use spacers, such as two rings fastened to the bent end of the second reinforcement.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Superconductors And Manufacturing Methods Therefor (AREA)
  • Vessels, Lead-In Wires, Accessory Apparatuses For Cathode-Ray Tubes (AREA)
  • Transition And Organic Metals Composition Catalysts For Addition Polymerization (AREA)
  • Panels For Use In Building Construction (AREA)

Claims (2)

  1. Fertigteil-Etagenelement (1) mit einer Unterseite (3) und einer Oberseite (4), wobei die letzte Seite die Tragseite ausbildet, welches Etagenelement eine Betonschicht (2) aufweist, welche einbezieht:
    (a) ein in der Betonschicht eingebettetes erstes Bewehrungs-Element (5), welches ein netzförmiges Bewehrungs-Element ist, und
    (b) ein in der Betonschicht teilweise eingebettetes, zweites Bewehrungs-Element (6),
    - wobei der Abschnitt des zweiten Bewehrungs-Elements (8), welcher in der Betonschicht (2) eingebettet ist, zum Teil durch die Öffnungen des netzförmigen Bewehrungs-Elements (5) eingesetzt ist,
    - wobei der Abschnitt des zweiten Bewehrungs-Elements (6), welcher nicht in der Betonschicht (2) eingebettet ist, ein stabförmiges Element (7) aufweist, welches zum Absorbieren der Zugkräfte beim Verwenden des Etagenelements dient, und dass das zweite Bewehrungs-Element (6) zusätzlich zu dem stabförmigen Teil (7) einen anderen Teil mit einem Sägezahn- oder Zickzack-Profil (8a, 8b) aufweist, und Stellen des Sägezahn- oder Zickzack-Profils durch die Öffnungen des ersten Bewehrungs-Elements hindurch vorstehen, und
    - wobei das zweite Bewehrungs-Element an mindestens einem seiner Enden einen Endabschnitt (13a, 13b) aufweist, welcher sich im Wesentlichen senkrecht zu der einen Ebenen des zweiten Bewehrungs-Elements erstreckt, und wobei der Endabschnitt (13a, 13b) ein einstückig ausgebildetes einzelnes Stück mit dem Sägezahn- oder Zickzack-Profil ausbildet.
  2. Verfahren zum Herstellen eines Betonfertigteil-Etagenelements (1) mit Innen- und Außen-Bewehrung, welches die Schritte aufweist:
    (i) Gießen einer Betonschicht (2) auf die Oberseite einer Verschalung, wobei
    (a) ein netzförmiges, erstes Bewehrungs-Element (5) in der Betonschicht (2) einbebettet wird, und
    (b) ein zweites Bewehrungs-Element (6) in der Betonschicht teilweise eingebettet wird,
    - wobei der Abschnitt des zweiten Bewehrungs-Elements (8), welcher in der Betonschicht (2) eingebettet wird, zum Teil durch die Öffnungen des netzförmigen Bewehrungs-Elements (5) eingesetzt ist,
    - wobei der Abschnitt des zweiten Bewehrungs-Elements (6), welcher nicht in der Betonschicht (2) eingebettet wird, ein stabförmiges Element (7) aufweist, welche zum Absorbieren der Zugkräfte beim Verwenden des Etagenelements dient, und dass das zweite Bewehrungs-Element (6) zusätzlich zu dem stabförmigen Teil (7) einen anderen Teil mit einem Sägezahn- oder Zickzack-Profil (8a, 8b) aufweist, und Stellen des Sägezahn- oder Zickzack-Profils durch die Öffnungen des ersten Bewehrungs-Elements hindurch vorstehen, und
    - wobei das zweite Bewehrungs-Element an mindestens einem seiner Enden einen Endabschnitt (13a, 13b) aufweist, welcher sich im Wesentlichen senkrecht zu der einen Ebenen des zweiten Bewehrungs-Elements erstreckt, und
    (ii) Ermöglich dem Beton abzubinden, wobei sich ein fertiges Etagenelement ergibt, welches von der Verschalung getrennt wird, und wobei der Endabschnitt (13a, 13b) als eine einstückig ausgebildetes, einzelnes Stück mit dem Zahn- oder Zickzack-Profil ausgebildet ist.
EP04748727A 2003-07-10 2004-07-09 Fertigteilbodenelement mit äusserer verstärkung und verfahren zur herstellung solch eines fertigteilbodenelements Expired - Lifetime EP1646755B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
NL1023875A NL1023875C2 (nl) 2003-07-10 2003-07-10 Prefab vloerdeel met uitwendige wapening en een werkwijze voor het vervaardigen van een dergelijk prefab-vloerdeel.
PCT/NL2004/000501 WO2005005740A2 (en) 2003-07-10 2004-07-09 Prefab floor element with external reinforcement and a method of manufacturing such a prefab floor element

Publications (2)

Publication Number Publication Date
EP1646755A2 EP1646755A2 (de) 2006-04-19
EP1646755B1 true EP1646755B1 (de) 2007-02-07

Family

ID=34056980

Family Applications (1)

Application Number Title Priority Date Filing Date
EP04748727A Expired - Lifetime EP1646755B1 (de) 2003-07-10 2004-07-09 Fertigteilbodenelement mit äusserer verstärkung und verfahren zur herstellung solch eines fertigteilbodenelements

Country Status (5)

Country Link
EP (1) EP1646755B1 (de)
AT (1) ATE353385T1 (de)
DE (1) DE602004004660D1 (de)
NL (1) NL1023875C2 (de)
WO (1) WO2005005740A2 (de)

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1936718A1 (de) * 1969-07-18 1971-02-04 Georg Hubmann Vorgefertigte Stahlbetonschale zur Herstellung von Mantelbeton an Betonkoerpern
DE1951565A1 (de) * 1969-10-13 1971-04-22 J Krueckl Eisenhandel Ohg Dipl Bewehrter Stahlbetonteil
DE2929350A1 (de) * 1979-07-20 1981-02-12 Ulrich Dipl Ing Fiergolla Verbundtraeger fuer gebaeudedecken
US5884442A (en) * 1997-03-28 1999-03-23 Structural Systems Ltd. Composite joist and concrete panel assembly

Also Published As

Publication number Publication date
EP1646755A2 (de) 2006-04-19
WO2005005740A2 (en) 2005-01-20
DE602004004660D1 (de) 2007-03-22
WO2005005740A3 (en) 2005-03-31
ATE353385T1 (de) 2007-02-15
NL1023875C2 (nl) 2005-01-11

Similar Documents

Publication Publication Date Title
EP1350898A1 (de) Herstellungsverfahren einer leichteren alveolarplatte, eine solche platte und die verwendung einer solchen platte für die konstruktion von häusern
US6003281A (en) Reinforced concrete structural elements
KR101286557B1 (ko) 층고절감형 강합성보 및 이를 구비한 바닥판 구조
CN212957170U (zh) 集成桁架钢筋及预应力钢丝网的预制混凝土底板
WO2011012974A2 (en) Method for manufacturing a precast composite steel and concrete beam and a precast composite steel and concrete beam made according to said method
KR101064731B1 (ko) 포물선 형상의 웨브와 거푸집형 플랜지를 가지는 강재 빔과 콘크리트로 이루어진 강합성 거더 및 그 제작방법
US20070000197A1 (en) Structural decking system
CN114059699A (zh) 集成桁架钢筋及预应力钢丝网的预制混凝土底板
CN216157192U (zh) 一种大跨度有粘结预应力混凝土梁梁顶齿块张拉结构
EP2689075B1 (de) System zum verstärken von betondecken
KR20010005431A (ko) 강콘크리트 구조시스템
CN102808371A (zh) 一种先简支后连续的预制整浇叠合连续桥梁及施工方法
KR101212259B1 (ko) 파형 굴곡판으로 형성된 보강재를 이용한 합성바닥판 및 그 제작방법
CN217517829U (zh) 建筑预制楼面屋面板连接结构
CN102808372A (zh) 一种简支的预制整浇叠合桥梁及施工方法
KR20180008206A (ko) 횡단면 압축 좌굴이 보강된 프리캐스트 바닥판
EP1646755B1 (de) Fertigteilbodenelement mit äusserer verstärkung und verfahren zur herstellung solch eines fertigteilbodenelements
KR101701416B1 (ko) 장경간 슬래브용 프리캐스트 콘크리트 데크 및 이를 이용한 슬래브
KR101752285B1 (ko) 광폭 psc 하부플랜지와 단면확대용 상부플랜지를 갖는 하이브리드 보 및 이를 이용한 구조물
CN115198966A (zh) 一种预应力预制叠合框架梁施工方法
CN1186509C (zh) 后张预应力砼拱板屋盖及施工方法
KR101151773B1 (ko) 양단부에 프리스트레스미도입부를 설치한 프리스트레스트강합성거더와 이의 제작방법
US20090064615A1 (en) Building Element and a Building Structure Comprising the Building Element
CN211007246U (zh) 新型结构梁与全预制板连接节点的钢筋构造
CN220928370U (zh) 一种免撑叠合楼板

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 20060210

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 HU IE IT LI LU MC NL PL PT RO SE SI SK TR

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

DAX Request for extension of the european patent (deleted)
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 HU IE IT LI LU MC NL PL PT RO SE SI SK TR

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

Ref country code: AT

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

Effective date: 20070207

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: 20070207

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: 20070207

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: 20070207

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: 20070207

Ref country code: CH

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: 20070207

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: 20070207

Ref country code: LI

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: 20070207

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

REF Corresponds to:

Ref document number: 602004004660

Country of ref document: DE

Date of ref document: 20070322

Kind code of ref document: P

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: 20070507

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: 20070507

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

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: 20070518

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: 20070709

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

EN Fr: translation not filed
PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

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: 20070207

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: 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: 20070207

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: 20070207

26N No opposition filed

Effective date: 20071108

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

Effective date: 20070508

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: 20070508

Ref country code: FR

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: 20070928

Ref country code: IT

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

Effective date: 20070207

Ref country code: MC

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

Effective date: 20070731

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: 20070709

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

Effective date: 20070207

NLT1 Nl: modifications of names registered in virtue of documents presented to the patent office pursuant to art. 16 a, paragraph 1

Owner name: INNOVATIE TECHNIEK SLOKKER B.V.

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

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: 20070207

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

Effective date: 20080709

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: 20080709

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: 20070207

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: 20070709

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: 20070808

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: 20070207

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

Ref country code: NL

Payment date: 20190726

Year of fee payment: 16

REG Reference to a national code

Ref country code: NL

Ref legal event code: MM

Effective date: 20200801

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 NON-PAYMENT OF DUE FEES

Effective date: 20200801