EP1921225A1 - Élément de coffrage avec raidissement - Google Patents

Élément de coffrage avec raidissement Download PDF

Info

Publication number
EP1921225A1
EP1921225A1 EP06023370A EP06023370A EP1921225A1 EP 1921225 A1 EP1921225 A1 EP 1921225A1 EP 06023370 A EP06023370 A EP 06023370A EP 06023370 A EP06023370 A EP 06023370A EP 1921225 A1 EP1921225 A1 EP 1921225A1
Authority
EP
European Patent Office
Prior art keywords
formwork
panel
diagonal struts
formwork panel
diagonal
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
EP06023370A
Other languages
German (de)
English (en)
Other versions
EP1921225B1 (fr
Inventor
Willibald Fischer
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.)
FWR Solutions GmbH
Original Assignee
FWR Solutions GmbH
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 FWR Solutions GmbH filed Critical FWR Solutions GmbH
Priority to EP06023370A priority Critical patent/EP1921225B1/fr
Priority to AT06023370T priority patent/ATE435347T1/de
Priority to DE502006004145T priority patent/DE502006004145D1/de
Publication of EP1921225A1 publication Critical patent/EP1921225A1/fr
Application granted granted Critical
Publication of EP1921225B1 publication Critical patent/EP1921225B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66—Sealings
    • E04B1/68—Sealings of joints, e.g. expansion joints
    • E04B1/6806—Waterstops
    • 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
    • E04B2005/322—Floor structures wholly cast in situ with or without form units or reinforcements with permanent forms for the floor edges
    • 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
    • E04B2005/324—Floor structures wholly cast in situ with or without form units or reinforcements with peripheral anchors or supports

Definitions

  • the invention relates to a formwork part explained in the preamble of claim 1 Art.
  • Formwork for concrete construction must withstand a not inconsiderable concrete pressure. It is therefore customary to provide formwork and formwork materials with a stiffening, which is particularly useful or necessary when relatively thin-walled formwork materials, such as sheets or panels are used in a variety of forms, mesh mats or expanded metal.
  • the stiffening is often done by so-called lattice girders, which are prefabricated structures of a plurality of struts, which are assembled in a certain way and interconnected. For example, there are flat lattice girders in which two longitudinal bars or longitudinal straps are arranged parallel to each other and connected together in this position by diagonal struts.
  • lattice girders are then connected with one of their longitudinal bars with the formwork material of the formwork panel so that they extend with their main plane substantially perpendicular to the plane of the formwork panel.
  • a formwork material which is reinforced in this way, for example, from DE 100 37 193 known.
  • the known formwork material is additionally stiffened on the opposite side of the lattice girder with transverse bars, whereby the formwork material is difficult and expensive to manufacture.
  • the invention has for its object to provide a formwork part that is easy and easy to manufacture, and versatile.
  • the embodiment according to the invention provides a formwork part which is stiffened both transversely and longitudinally in a simple manner by using a stiffening device with diagonal struts lying in two planes, whereby it is easy and simple to manufacture. It can be used directly as formwork as it is because it has sufficient stiffening in both directions.
  • the inventive Molded part shaped and designed so that it can be a variety of formwork in a simple manner, even on the construction site, produce.
  • the production is further simplified if one of the known lattice girders is used as stiffening device, wherein preferably a flat lattice girder is used, which was bent at right angles in the region of its diagonal struts.
  • the universal applicability of the formwork part is decisively improved when the plane of the panel perpendicular to the formwork portions of the stiffener extends along an edge of the formwork panel.
  • the stiffening effect of the stiffening device can be improved by various measures, such as by the diagonal struts are connected to each other at their facing away from the formwork panel ends, or by extending parallel to the plane of the form panel portions of the stiffening device from one edge of the formwork panel to the opposite edge, or in that the diagonal struts are specially designed according to the intended use, or in that the diagonal struts are connected to the region of the stiffening device which is angled parallel to the plane of the formwork panel by at least one longitudinal bar which is connected directly or indirectly to the formwork panel.
  • a perforated formwork material is used, which allows use of the formwork part as a lost formwork.
  • the formwork part according to the invention is preferably produced by using conventional and commercially available lattice girders and attached to the formwork panel in a correspondingly bent state.
  • the formwork part according to the invention can be used in pairs for the production of joint formwork with brackets for elastic joint tapes or with welded joint plate, but can also be used as Randabschalung or as joint formwork without joint tape for soles or ceilings as it is.
  • the formwork part 1 contains a formwork panel 2 made of a comparatively thin-walled material.
  • the material for the formwork panel 2 any material used for peeling, but preferably the formwork panel 2 consists of a perforated material, such as an expanded sheet metal, a perforated plate, a grid mat, or other openwork materials, whereby the formwork part 1 particularly to the use as lost formwork is adjusted.
  • the formwork panel 2 has the shape of an elongated rectangle of plug metal, in Fig. 4 , which is indicated for reasons of clarity only in certain areas.
  • the formwork panel 2 is provided with a stiffening device 3.
  • the stiffening device 3 includes a first region 3a, which extends in a first plane parallel to the plane of the formwork panel 2 and is fixedly connected to the formwork panel 2, in particular by welding.
  • the parallel region 3a preferably extends over substantially an entire width b of the formwork panel 2, from one edge to the opposite edge.
  • the stiffening device 3 further includes a second region 3b, which directly adjoins the first region 3a and is connected thereto.
  • the second region 3b extends in a second plane, which runs essentially perpendicular to the switching board 2.
  • the term "essentially” is intended here to describe a desired angle of 90 ° to the formwork panel 2, but also include angle deviations that result, for example, by unintentional deformations or manufacturing inaccuracies, but do not disturb the planned function of the formwork part 1 or even prevent.
  • the plane in which the vertical portion 3b of the stiffener 3 is located extends along an edge of the formwork panel 2, the parallel portion 3a extending from this edge to the opposite edge.
  • Both the parallel region 3a and the vertical region 3b contain diagonal struts 4.
  • struts are defined which lie with their respective sections within the first or second plane, but one to the other plane of 90 °, ie that the diagonal strut 4 in the parallel region 3a obliquely to the plane of the vertical region 3b, and the diagonal strut 4 in the vertical region 3b obliquely to the plane of the parallel region 3a runs.
  • Two groups of diagonal bars 4 are provided, one group being inclined in one direction, ie enclosing an acute angle to the adjacent plane, and the diagonal bars of the other group being inclined in the other direction.
  • the diagonal bars of the groups are arranged alternately, so that along the longitudinal extension of the formwork panel 2 in each case follow one or more diagonal bars which are inclined in one direction, one or more diagonal bars which are inclined in the opposite direction.
  • the inclination of the diagonal bars 4 and their arrangement in the planes of the parallel and vertical areas 3a, 3b preferably takes place regularly and symmetrically.
  • the diagonal bars in particular in the vertical area 3b are above their outside, d. H. at a distance above the formwork panel 2, lying ends connected together. This is preferably done by a longitudinal belt (top flange) or longitudinal bar 5, which is attached to all outer ends.
  • the diagonal bars 4 can also be connected to each other in the parallel region 3a with their outwardly facing ends, which also takes place by a longitudinal belt (bottom flange) or longitudinal bar 6, to which the outwardly pointing ends of the diagonal bars 4 are fastened.
  • the parallel longitudinal edges 2a and 2b can be bent inwards in a protective manner, preferably around the longitudinal bar 6 or around the transition between the parallel areas 3a and 3b the vertical area 3b happens.
  • These folded-over edge regions 2a, 2b are not drawn in all figures, but may be provided in all embodiments.
  • the diagonal struts 4 in the parallel region 3a and in the vertical region 3b are at least partially connected to each other and are preferably part of a common lattice girder 7, as in Fig. 5 is shown in more detail.
  • the diagonal struts 4 are in the form of a plurality of V-shaped diagonal strut pairs 4a, which are each formed identically and connected to each other at predetermined intervals and in the same orientation are.
  • the diagonal strut pairs can also be arranged in reverse, ie be fastened with their free ends to the longitudinal bar 6 of the parallel area 3a.
  • the formwork part 1 according to the Fig. 1 to 5 is made by first producing or providing a flat lattice girder 7.
  • the lattice girder 7 is preferably made of rod material made of reinforcing steel, as he has also been used for reinforcement and to build formworks.
  • the material is weldable, so that the diagonal strut pairs 4a can be welded to the longitudinal bars 5, 6.
  • the diagonal struts 4 of the lattice girder 7 are bent along the dash-dotted bend line 8 approximately in the middle between the longitudinal bars 5, 6 at an angle of substantially 90 °, so that from the lattice girder 7, the stiffening device 3 with the angle of 90 ° mutually standing areas 3a, and 3b of the diagonal struts 4 is.
  • This stiffening device 3 is then combined with the formwork panel 2, wherein the attachment of the stiffening device 3 to the formwork panel 2 in a weldable material for the formwork panel 2 preferably also takes place by welding.
  • the parallel region 3a is directly connected to the formwork panel 2 or indirectly, for example via the longitudinal bar 6, a separate welding rod or the like., That the vertical portion 3b along one edge of the formwork panel 2 extends and the parallel portion 3a substantially until extends to the opposite edge of the formwork panel 2. Subsequently, if appropriate, the edge regions 2a, 2b are bent upwards / inwards into an injury-protected position.
  • the diagonal bars 4 may be present in various designs, but are preferably connected in advance to a lattice girder.
  • Fig. 6 a flat lattice girder 17, which consists of the same V-shaped diagonal strut pairs 4a, but which are connected only on one side with a longitudinal bar 5.
  • the connection is preferably made in the region of the free ends of the diagonal strut pairs, while the apex areas remain unconnected.
  • the lattice girder 17 is also bent at right angles around the bending line 8 and connected to the formwork panel 2 such that the longitudinal bar 5 is located in the vertical area 3b.
  • Fig. 7 shows a further flat lattice girder 27, in which the diagonal struts are present as individual rods 4b, but which are also arranged in pairs V-shaped and are attached with their free ends on both sides of a longitudinal bar 5, 6.
  • Fig. 8 shows another embodiment of a flat lattice girder 37, in which the diagonal struts are formed by a snake 4c, ie a wavy curved bar, the vertices either only one side, as shown, or on both sides by a longitudinal bar (shown the longitudinal bar 5 of the vertical portion 3b) are interconnected.
  • a snake 4c ie a wavy curved bar
  • the vertices either only one side, as shown, or on both sides by a longitudinal bar (shown the longitudinal bar 5 of the vertical portion 3b) are interconnected.
  • Fig. 9 shows a second embodiment of a formwork part 100 according to the invention, which corresponds to the formwork part 1 except for the details described below wherein the same or comparable components are denoted by the same reference numerals and are not explained again.
  • the formwork part 100 includes a formwork panel 2 and a stiffening means 3.
  • the stiffening means 3 consists in the illustrated embodiment of a spatial lattice girder 47.
  • the spatial lattice girder 47 includes three longitudinal bars 105, 106 and 107.
  • the longitudinal bars 105, 106 and 107 are by diagonal struts 4 interconnected.
  • the lattice girder 47 is not made by bending the diagonal struts 4, but the longitudinal bars 105 and 106 are each connected via their own diagonal struts 4 with the central longitudinal bar 107.
  • the Diagonal struts in the form of two diagonal struts 4c ago as they are based on a flat lattice girder in Fig.
  • the lattice girder 47 can thus be produced, for example, in that two of the in Fig. 8 shown, flat lattice girder over a further longitudinal or ridge bar 107 are connected to each other at right angles. Then, the lattice girder 47 is connected in the same way as the lattice girders described so far with the formwork panel 2, the longitudinal bar 107 lying in the middle between the two longitudinal bars 5, 6 running along one edge of the formwork panel 2 and the parallel area 3a with the longitudinal bar 6 ends, which extends along the opposite longitudinal edge of the formwork panel 2.
  • FIGS. 10 and 11 show the formwork part 1 as it is, as edge or Fugenabschalung (construction joint or expansion joint) can be used for a blanket or a sole.
  • Fig. 10 is simply the vertical area 3b used as a base 9.
  • the formwork panel 2 extends perpendicular to a substrate 10 and can be used for producing a construction joint or expansion joint or a rim.
  • the second simple application of the circuit part 1 shows Fig. 11 ,
  • the free edges 2a of the formwork panel 2 and the free edge of the vertical portion 3b are used as a stand 19, so that the formwork panel 2 extends at an angle of approximately 45 ° to a base 10 and extending at this angle working joint can be trained.
  • FIGS. 12 and 13 show an expanded use of the circuit part 1,100, again the formwork part 1 is exemplified.
  • the formwork element 11 consists of two formwork parts 1, the mirror image with adjacent parallel areas 3a against each other and placed on the intermediate joint plate 12th connected to each other, preferably welded together (welding point S), are.
  • the formwork panels 2 of both formwork parts 1 in the same direction.
  • Fig. 13 shows a further joint formwork 21, which was prepared using two formwork parts 1.
  • This joint form 21 is designed to receive an elastic joint tape.
  • the two formwork parts 1, in turn mirror images of each other with mutually facing vertical areas 3b, but this time at a distance from each other, arranged and connected to each other by means of at least one bracket 13.
  • the bracket 13 has a substantially U-shaped portion 13a, which creates the necessary clearance for the joint tape, not shown, and extends in its inner region substantially parallel to the vertical Bgur 3b.
  • the bracket 13 further has two legs 13b, 13c which extend substantially parallel to the parallel areas 3a of both formwork parts 1 and preferably extend over the entire width of the parallel areas 3a of both formwork parts 1.
  • the brackets are, if made of weldable material, welded to the vertical and / or parallel areas and / or the formwork panel 2.
  • the lattice girders are modified.
  • Both longitudinal bars can be arranged much more on the same sides.
  • the arrangement and the order of the diagonal braces may be modified.
  • two or even more adjacent diagonal struts can point in the same direction. It can be used more longitudinal bars.
  • Snake-shaped pieces can be used, which are assembled over the entire length of the lattice girder. Further modifications are conceivable.
  • the size and shape of the formwork panel can be adapted to the particular application be adapted to the formwork part.
  • the stiffener may include additional struts or the like.
  • the lattice girder does not have to be prefabricated at first, but can also result in the course of attachment of the diagonal struts and longitudinal bars to the formwork panel.
  • not all outer ends of the diagonal struts need to be connected together.
  • the formwork part upright ie on the front sides of the parallel area or the formwork panel and the vertical area, standing as edge or Fugenabschalung, z. B. for walls, are used.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
EP06023370A 2006-11-09 2006-11-09 Élément de coffrage avec raidissement Not-in-force EP1921225B1 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
EP06023370A EP1921225B1 (fr) 2006-11-09 2006-11-09 Élément de coffrage avec raidissement
AT06023370T ATE435347T1 (de) 2006-11-09 2006-11-09 Schalungsteil mit versteifungseinrichtung
DE502006004145T DE502006004145D1 (de) 2006-11-09 2006-11-09 Schalungsteil mit Versteifungseinrichtung

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP06023370A EP1921225B1 (fr) 2006-11-09 2006-11-09 Élément de coffrage avec raidissement

Publications (2)

Publication Number Publication Date
EP1921225A1 true EP1921225A1 (fr) 2008-05-14
EP1921225B1 EP1921225B1 (fr) 2009-07-01

Family

ID=37859625

Family Applications (1)

Application Number Title Priority Date Filing Date
EP06023370A Not-in-force EP1921225B1 (fr) 2006-11-09 2006-11-09 Élément de coffrage avec raidissement

Country Status (3)

Country Link
EP (1) EP1921225B1 (fr)
AT (1) ATE435347T1 (fr)
DE (1) DE502006004145D1 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2199477A2 (fr) * 2008-12-18 2010-06-23 FWR Solutions GmbH Elément de coffrage
DE202011102524U1 (de) * 2011-06-28 2012-10-01 Fwr Solutions Gmbh Fugenabdichtvorrichtung für den Betonbau
DE102020109530B3 (de) * 2020-04-06 2021-05-27 Max Frank GmbH & Co. Kommanditgesellschaft Schalungssystem
AT525787A1 (de) * 2022-01-11 2023-07-15 Mmk Holz Beton Fertigteile Gmbh Abschalung hbv decke

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202015100183U1 (de) * 2015-01-15 2016-04-18 Max Frank Gmbh & Co Kg Schalung für eine Aufkantung

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0532908A1 (fr) * 1991-09-19 1993-03-24 Willibald Fischer Elément de coffrage pour joints
DE9419215U1 (de) * 1994-11-30 1995-02-23 Rachl, Hermann, 83339 Chieming Gitterträger
DE29703937U1 (de) * 1997-03-04 1997-04-24 Tiletschke, Lothar, 32130 Enger Fugenbandabschalelement
DE29606217U1 (de) * 1996-04-04 1997-08-07 Dausend, Hans-Werner, 42289 Wuppertal Fugenbandhalterung
DE29901159U1 (de) * 1998-01-26 1999-04-15 Pecon Ag, Lostorf Schalungselement zur Erstellung einer Boden-Deckenplatte
DE10037193A1 (de) * 2000-03-09 2001-09-27 Willibald Fischer Schalungsmaterial

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0532908A1 (fr) * 1991-09-19 1993-03-24 Willibald Fischer Elément de coffrage pour joints
DE9419215U1 (de) * 1994-11-30 1995-02-23 Rachl, Hermann, 83339 Chieming Gitterträger
DE29606217U1 (de) * 1996-04-04 1997-08-07 Dausend, Hans-Werner, 42289 Wuppertal Fugenbandhalterung
DE29703937U1 (de) * 1997-03-04 1997-04-24 Tiletschke, Lothar, 32130 Enger Fugenbandabschalelement
DE29901159U1 (de) * 1998-01-26 1999-04-15 Pecon Ag, Lostorf Schalungselement zur Erstellung einer Boden-Deckenplatte
DE10037193A1 (de) * 2000-03-09 2001-09-27 Willibald Fischer Schalungsmaterial

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2199477A2 (fr) * 2008-12-18 2010-06-23 FWR Solutions GmbH Elément de coffrage
EP2199477A3 (fr) * 2008-12-18 2012-08-01 FWR Solutions GmbH Elément de coffrage
DE202011102524U1 (de) * 2011-06-28 2012-10-01 Fwr Solutions Gmbh Fugenabdichtvorrichtung für den Betonbau
DE102020109530B3 (de) * 2020-04-06 2021-05-27 Max Frank GmbH & Co. Kommanditgesellschaft Schalungssystem
AT525787A1 (de) * 2022-01-11 2023-07-15 Mmk Holz Beton Fertigteile Gmbh Abschalung hbv decke
AT525787B1 (de) * 2022-01-11 2024-06-15 Mmk Holz Beton Fertigteile Gmbh Abschalung hbv decke

Also Published As

Publication number Publication date
EP1921225B1 (fr) 2009-07-01
DE502006004145D1 (de) 2009-08-13
ATE435347T1 (de) 2009-07-15

Similar Documents

Publication Publication Date Title
EP2372082B1 (fr) Support de grille
DE2727286A1 (de) Verfahren und vorrichtung zum verbinden flaechenfoermiger bauelemente
EP1921225B1 (fr) Élément de coffrage avec raidissement
EP0513740B1 (fr) Coffrage
EP0532908B2 (fr) Elément de coffrage pour joints
DE3128165A1 (de) Schalldaemmendes wandbausystem fuer industriebauten, sowie kassettenprofil hierfuer
EP2098650B1 (fr) Elément de coffrage
EP0457167A1 (fr) Panneau de coffrage
EP1961881A2 (fr) Elément de coffrage
EP0410335B1 (fr) Elément de renforcement pour la formation de cadres de support dans la construction de tunnels
EP1741851B2 (fr) Grillage d'armature pour béton armé et procédé pour la fabrication d'une armature de paroi
DE102007005119B4 (de) Anschlusskorb für vorfabrizierte Doppelwandelemente
DE2403717C2 (de) Verbindungsanker für eine Mehrschichtenbauplatte
DE102013106598A1 (de) Schalungselement mit Schalungsplatten und Bewehrungskorb
DE2339638B2 (de) Als Bewehrung für eine Betonverbunddecke dienende Schalungsplatte aus Blech
EP0715039B1 (fr) Elément de coffrage
WO2005040525A1 (fr) Systeme de coffrage
EP1627978A2 (fr) Élément de coffrage
DE202020100059U1 (de) Schalungselement
DE2802032A1 (de) Boden- oder bauplatte
DE202009005152U1 (de) Schalung für gekrümmte Bodenplatten
DE202009004863U1 (de) Fugenschalungselement
AT508798A2 (de) Schalung
AT406281B (de) Stahlbetonbewehrung
EP1970501B1 (fr) Procédé et dispositif pour le décoffrage d'un élément en béton de type plaque

Legal Events

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

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA HR MK RS

17P Request for examination filed

Effective date: 20081104

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

AKX Designation fees paid

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR

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 IS IT LI LT LU LV MC NL PL PT RO SE SI SK TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

REF Corresponds to:

Ref document number: 502006004145

Country of ref document: DE

Date of ref document: 20090813

Kind code of ref document: P

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: 20090701

NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
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: 20090701

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: 20090701

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: 20091012

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: 20090701

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: 20091101

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: 20090701

REG Reference to a national code

Ref country code: IE

Ref legal event code: FD4D

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: 20090701

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: 20090701

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: 20090701

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: 20091102

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: 20091001

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

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: 20090701

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: 20090701

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: 20090701

Ref country code: IE

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: 20090701

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

BERE Be: lapsed

Owner name: FWR SOLUTIONS G.M.B.H.

Effective date: 20091130

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: 20090701

26N No opposition filed

Effective date: 20100406

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: 20091130

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20100730

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

Ref country code: FR

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

Effective date: 20091130

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: 20091002

Ref country code: BE

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

Effective date: 20091130

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 NON-PAYMENT OF DUE FEES

Effective date: 20091109

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

Ref country code: IT

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

Effective date: 20090701

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: 20091109

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

Ref country code: DE

Payment date: 20101229

Year of fee payment: 5

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: 20100102

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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

Effective date: 20101109

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: 20101130

Ref country code: LI

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

Effective date: 20101130

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: 20090701

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: 20090701

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: 20101109

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 502006004145

Country of ref document: DE

Effective date: 20120601

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: 20120601