EP2149653B1 - Coffrage de rebord de mur pour couler une plaque de sol en béton avec une marche et procédé pour encoffrer une marche pour couler une plaque de sol en béton avec une telle marche - Google Patents

Coffrage de rebord de mur pour couler une plaque de sol en béton avec une marche et procédé pour encoffrer une marche pour couler une plaque de sol en béton avec une telle marche Download PDF

Info

Publication number
EP2149653B1
EP2149653B1 EP09008236.3A EP09008236A EP2149653B1 EP 2149653 B1 EP2149653 B1 EP 2149653B1 EP 09008236 A EP09008236 A EP 09008236A EP 2149653 B1 EP2149653 B1 EP 2149653B1
Authority
EP
European Patent Office
Prior art keywords
formwork
floor plate
holder
reinforcement
concreted
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.)
Not-in-force
Application number
EP09008236.3A
Other languages
German (de)
English (en)
Other versions
EP2149653A2 (fr
EP2149653A3 (fr
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.)
Dingler Gerhard
Original Assignee
Dingler Gerhard
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 Dingler Gerhard filed Critical Dingler Gerhard
Publication of EP2149653A2 publication Critical patent/EP2149653A2/fr
Publication of EP2149653A3 publication Critical patent/EP2149653A3/fr
Application granted granted Critical
Publication of EP2149653B1 publication Critical patent/EP2149653B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/064—Spacers placed on the bottom of the mould

Definitions

  • the invention relates to a Wandrandabschalung for casting a floor slab with concrete level.
  • the invention also relates to a method for shelling a step for casting a floor slab with the concrete step.
  • One-sided formwork is used in the manufacture of reinforced concrete components that are accessible only from one side.
  • a two-sided formwork whose formwork panels are arranged only on one side of the wall to be concreted.
  • Such a formwork is used, for example, when concreting a wall against a rock wall.
  • the cliff wall opposite the formwork panels forms the second formwork surface for the concrete wall to be created, so that it is not possible to derive the fresh concrete pressure, as in the case of the two-sided formwork, by means of tension anchors against the second formwork surface.
  • the load transfer must take place by means of support brackets via oblique anchors into a previously concreted base plate.
  • the anchor is usually attached prior to casting the concrete slab with a holder to a reinforcement of the bottom plate, which holds the anchor for the setting in a predetermined position and inclination.
  • the formwork panels When erecting the one-sided formwork, the formwork panels must be placed in a predetermined position and aligned with each other.
  • the Aligning the formwork panels is particularly difficult if the formwork panels are formed over a large area and thus are so heavy that they can be placed only with a crane or the like.
  • the utility model DE 20 2005 010 755 U1 discloses a device for anchoring a supporting device for a one-sided concrete formwork.
  • a support frame with formwork panels is placed on a concrete floor slab.
  • the floor slab is concreted with a step on which the formwork panels are aligned by placing their lower edge in a line.
  • the wall is concreted on the step of the bottom plate.
  • Anchors are anchored in a row next to each other and at an angle of 45 degrees in the base plate to anchor the one-sided concrete formwork.
  • the anchors emerge from the bottom plate at a distance in front of the step, leaving a flat footprint for the formwork panels in front of the step.
  • the utility model does not disclose peeling and concreting the step of the floorboard.
  • the layout DE 1 253 441 B discloses a device for shelling and concreting stairs. It has a double angled and length and angle adjustable bracket, which can be clamped with a screw on a standing, lower board and clamped to the offset with a depth and a height of a stair step, an upper board is fastened.
  • the DE 1253 441 B discloses the features of the introductory part of claim 1, and with reference to claim 5, a method of shelling a step.
  • the invention has for its object to propose a Wandrandabschalung for casting a concrete floor slab and a method for shelling of such a step prior to casting of the concrete, which simplifies the alignment of formwork panels of a one-sided formwork.
  • the core of the invention is the idea of already producing a step as a lower wall beginning for the one-sided concrete wall when concreting the floor slab.
  • the formwork panels can be created with a bottom edge when setting up, which greatly simplifies alignment in a line.
  • a low Wandrandabschalung necessary for the preparation of the stage, which is attachable to the reinforcement of the bottom plate and which is located at the point at which the wall is to be concreted later.
  • the Wandrandabschalung invention for casting a concrete floor slab has a horrnschalelement and at least one holder for the Actuallynschalelement which is fastened to a reinforcement of the bottom plate and holds the Actuallynschalelement for concreting the step with a vertical distance above the reinforcement.
  • the step is concreted simultaneously with the bottom plate, the step formwork element, such as a squared timber or L-profile made of wood or metal, is fixed before pouring the concrete slab along a desired wall edge (throat) on the reinforcement of the concrete slab and anchors for Supporting blocks of one-sided formwork are positioned at a constant distance from the stepped formwork element.
  • the step scarf elements are released from the supports and above a top of the bottom slab protruding portions of the brackets are removed from the floor slab.
  • the holder has a holding device for the anchored in the bottom plate anchor.
  • the holding device is preferably arranged on a lower holder part of the holder, which is fastened to the reinforcement of the concrete slab.
  • the holding device holds the armature in a predetermined position and a predetermined inclination relative to the stepped shell element and the reinforcement of the bottom plate.
  • the anchor is attached only to the lower holder part, an additional direct connection to the reinforcement is not required.
  • the orientation of the anchors in a line is thus independent with the alignment of the holder of Wandrandabschalung on the reinforcement.
  • An upper holder part is preferably via the anchor with the connected to the lower holder part, wherein the upper holder part is fastened to the armature at different distances from the lower holder part.
  • the distance between the attached to the upper part of the holder stage shell element relative to the reinforcement can be set arbitrarily.
  • the Kunststoffnschalelement the Wandrandabschalung on a vertical Jardinnschalabintroductory for concreting the step and a horizontal subjectschalabsacrificing for concreting a footprint for the one-sided wall formwork determines the vertical Jardinnschalabsacrificing the height of the step and the horizontal stepped scarf section, the depth of the footprint in front of the step of the bottom plate.
  • the vertical stepped scarf section is sufficient for concreting the step.
  • the step formwork element To set a direction of the future wall edge, the step formwork element must be fastened to the reinforcement with at least two holders, wherein the holders can, for example, be roosen in a known manner by means of a wire on the reinforcement.
  • the holders can, for example, be roosen in a known manner by means of a wire on the reinforcement.
  • an adjusting device for the stepped scarf element attached thereto is provided on the holders.
  • the adjustment of the stepped scarf element is horizontally and vertically adjustable, i. parallel and perpendicular to the step to be concreted.
  • the distance of a bottom or the lower edge of the stepped shell element relative to the reinforcement can be changed.
  • the adjusting device can be combined with a fastening device for the stepped sound element on the holder.
  • a screw can be provided, which extends through at least one slot in the stepped shell element and / or the holder.
  • By moving the screw in the slot is the location of the stepped shell element relative to the holder in the direction of extension of the oblong hole changeable and changeable by inserting, removing or varying a spacer between the stepped shell element and the holder in the extension direction of the screw connection.
  • the screw is arranged horizontally or vertically, allows the slot a horizontal and the spacers vertical adjustment of the lovednschalettis relative to the holder, or vice versa.
  • both the height and the depth of the stage to be concreted can be changed with the adjusting device.
  • the holder has a lower holder part to be embedded in the base plate and an upper holder part which is not to be embedded in the base plate and which is preferably detachable from the lower holder part.
  • the decisnschalelement is attached at the upper holder part.
  • the bottom plate before the step on a flat footprint for formwork panels of a one-sided wall formwork and in front of the footprint cast in the concrete slab anchors for the support blocks are arranged in a row.
  • the step is at the point where a wall on the floor slab is to be concreted.
  • the single-sided wall formwork is erected and the formworks aligned in line with the floor slab footprint, with a lower edge of the formwork slats being aligned vertically Step section of the stage is brought into abutment.
  • the trestles to which the formwork panels are attached are anchored to the floor slab by clamping with the anchored anchors.
  • the formwork panels can be set up quickly and easily in exact position on the footprint in front of the step and fixed with the support brackets on the bottom plate.
  • the above-described wall edge shuttering according to the invention described above is used according to the invention, wherein the production preferably proceeds as follows. First, a face mold for the floor slab is placed on a floor. Subsequently, a reinforcement is introduced into the shuttering space bounded by the end formwork. Then the Wandrandabschalung is fastened with their holders to the reinforcement of the bottom plate that Jardinnschaletti the Wandrandabschalung are arranged vertically spaced above the reinforcement.
  • the leveling elements are aligned in the vertical and / or horizontal direction by means of an adjusting device provided on the holder.
  • the anchor to be embedded is attached to an anchor holder formed on the holder which holds the anchor in a predetermined position and at a predetermined inclination.
  • the wall edge shuttering 3 has a stepped shutter element 4, which is fastened by means of a holder 5 to a reinforcement 6 of the base plate 1.
  • the holder 5 holds the stepped scarf element 4, when the bottom plate 1 is not cast, with a vertical distance above the reinforcement 6.
  • the stepped scarf element 4 is designed for example as an L-profile made of wood or metal and arranged on the holder 5, that a leg a vertical stepped scarf portion 7 and the other leg forms a horizontal suitschalab songs 8.
  • the vertical stepped scarf section 7 determines the height of the step 2 and the horizontal foot scarf section 8 the depth of a footprint 9 in front of the level 2 of the bottom plate 1.
  • the footprint 9 is provided for erecting not shown in the drawing formwork panels a one-sided wall formwork and the stage 2 for Aligning the formwork panels to an aligned row.
  • the holder 5 has a lower holder part 10 which is fixed to the reinforcement 6, and an upper holder part 11, on which the devisnschalelement 4 is mounted.
  • the two holder parts 10, 11 are detachably connected to each other.
  • the upper holder part 11 has a central portion 12 which extends horizontally at the holder 5 attached to the reinforcement 6.
  • To the central portion 12 include the stepped shell element 4 associated end portion 13 and the lower holder member 10 associated end portion 14, wherein the end portion 13 is angled 90 ° upwards and the end portion 14 at 45 ° downwards relative to the central portion 12.
  • the stepped scarf element 4 is screwed with its horizontal stepped scarf portion 8 with the horizontal central portion 12 of the upper holder part 11, wherein the rigorousschalabsacrificing 8 a round hole 15 and the central portion 12 have a slot 16 through which a screw 17 extends.
  • the screw 17 allows a change in the distance of the horizontal stepped scarf section 8 to the horizontal middle section 12 and the vertical stepped scarf section 7 to the vertical end portion 13 of the holder 5 by means of spacers 18, 18 'arranged therebetween.
  • the screw 17 and the slot 16 together with the spacers 18, 18 'an adjusting device 19 of the holder 5 for the stepped shutter element. 4
  • the upper holder part 11 is connected to the lower holder part 10 via an anchor 20 to be embedded in the base plate 1.
  • the second end portion 14 of the upper holder part 11 has a receiving bore 21 for the armature 20 and the lower holder part 10, a holding device 22 for the armature 20, which holds the armature 20 inclined by 45 ° with respect to a top 23 of the bottom plate 1.
  • a fastening portion 24 extends for attaching the lower holder part 10 to the reinforcement 6, wherein the holding device 22 is U-shaped and provided with opposite openings 25, 25 'for receiving the armature 20.
  • the holding device 22 of the lower holder part 10 and the associated end portion 14 of the upper holder part 11 are spaced apart from each other and extend parallel to each other. They are arranged offset to one another in the longitudinal direction of the holder 5, wherein the receiving bore 21 of the upper holder 11 and the apertures 25, 25 'of the lower holder 10 are arranged on an imaginary line.
  • the armature 20 is formed in three pieces. It has a lower anchor portion 26 which is concreted in the bottom plate 1 and an upper anchor portion 27 which projects beyond the top 23 of the concrete messenger plate 1 and is detachably connected to the lower anchor portion 26.
  • the lower anchor part 26 is held by the holding device 22 of the lower holder part 10 and the upper anchor part 27 is screwed via a conical threaded bushing 28 with the lower anchor member 26.
  • the upper holder part 11 is connected with its end portion 14 via the receiving bore 21 with the upper anchor member 27 and is pressed with a clamping nut 29 from above against the threaded bushing 28.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Claims (7)

  1. Coffrage (3) de bordure murale dévolu au coulage d'une dalle de fond (1) dotée d'un gradin (2) en béton, comprenant un élément (4) de coffrage du gradin et au moins un élément d'arrêt (5) qui est affecté audit élément (4) de coffrage du gradin, peut être fixé à une armature (6) de ladite dalle de fond (1) et maintient ledit élément (4) de coffrage du gradin verticalement à distance au-dessus de ladite armature (6), en vue du bétonnage dudit gradin (2), caractérisé par le fait que l'élément d'arrêt (5) est muni d'un dispositif de retenue (22) dédié à une ancre (20) devant être intégrée, par bétonnage, dans la dalle de fond (1).
  2. Coffrage de bordure murale selon la revendication 1, caractérisé par le fait que l'élément (4) de coffrage du gradin comprend un tronçon vertical (7) de coffrage dudit gradin, en vue du bétonnage dudit gradin (2), et un tronçon horizontal (8) de coffrage de socle, en vue du bétonnage d'une surface d'implantation (9) destinée à un coffrage mural unilatéral.
  3. Coffrage de bordure murale selon la revendication 1 ou 2, caractérisé par le fait que l'élément d'arrêt (5) comporte un dispositif de réglage (19) dédié à l'élément (4) de coffrage du gradin, au moyen duquel ledit élément (4) de coffrage du gradin peut être réglé horizontalement et/ou verticalement.
  4. Coffrage de bordure murale selon l'une des revendications précédentes, caractérisé par le fait que l'élément d'arrêt (5) comprend une partie inférieure (10), conçue pour être intégrée par bétonnage dans la dalle de fond (1), et une partie supérieure (11) qui n'est pas conçue pour être intégrée par bétonnage dans ladite dalle de fond (1), peut être de préférence dissociée d'avec ladite partie inférieure (10) dudit élément d'arrêt, et à laquelle l'élément (4) de coffrage du gradin est fixé.
  5. Procédé de coffrage d'un gradin (2), en vue du coulage d'une dalle de fond (1) dotée dudit gradin (2) en béton, sachant qu'au moins un élément d'arrêt (5), dédié à un élément (4) de coffrage dudit gradin et fixé à une armature (6) de ladite dalle de fond (1), maintient ledit élément de coffrage (4) du gradin verticalement à distance au-dessus de ladite armature (6) au cours du bétonnage de ladite dalle de fond (1) comportant ledit gradin (2).
  6. Procédé selon la revendication 5, caractérisé par le fait qu'à l'issue du coffrage du gradin (2), la dalle de fond (1), comprenant ledit gradin (2) et une surface plane d'implantation (9) destinée à des panneaux de coffrage d'un coffrage mural unilatéral, est bétonnée devant ledit gradin (2), sachant que des ancres (20), dédiées à des butons affectés auxdits panneaux de coffrage, sont intégrées par bétonnage dans ladite dalle de fond (1), en une rangée, devant ladite surface d'implantation (9) destinée auxdits panneaux de coffrage ; par le fait que ledit coffrage mural est érigé à l'issue du bétonnage de la dalle de fond (1), les panneaux de coffrage étant orientés en une ligne sur la surface d'implantation (9) de ladite dalle de fond (1), et un bord inférieur desdits panneaux de coffrage étant mis en applique, en vue de l'orientation, contre une région verticale dudit gradin (2) ; et par le fait que lesdits butons dudit coffrage mural sont assujettis auxdites ancres (20) intégrées, par bétonnage, dans ladite dalle de fond (1).
  7. Procédé selon la revendication 5, caractérisé par les étapes suivantes :
    • mise en place, sur un sol, d'un coffrage aux faces extrêmes de la dalle de fond (1) ;
    • insertion d'une armature (6) dans l'espace interne du coffrage délimité par ledit coffrage des faces extrêmes ;
    • fixation du coffrage (3) de bordure murale à l'armature (6) de la dalle de fond (1), par ses éléments d'arrêt (5), des éléments (4) de coffrage de gradin dudit coffrage (3) de bordure murale étant placés verticalement à distance au-dessus de ladite armature (6) ;
    • orientation des éléments (4) de coffrage de gradin dudit coffrage (3) de bordure murale, dans la (les) direction(s) verticale et/ou horizontale, au moyen d'un dispositif de réglage (19) prévu sur l'élément d'arrêt (5) ;
    • pose de l'ancre (20), devant être intégrée par bétonnage, sur un dispositif de retenue (22) dédié à ladite ancre (20) et maintenant ladite ancre (20) en un emplacement prédéterminé, et dans une inclinaison prédéterminée ;
    • coulage de béton sur la dalle de fond (1) et sur le gradin (2), sachant qu'un tronçon vertical (7) de coffrage de gradin des éléments (4) de coffrage du gradin détermine une hauteur dudit gradin (2), et qu'un tronçon horizontal (8) de coffrage de gradin desdits éléments (4) de coffrage dudit gradin détermine la surface d'implantation (9) devant ledit gradin (2) ; et
    • dépose des éléments (4) de coffrage du gradin, et de régions de l'élément d'arrêt (5) dudit coffrage (3) de bordure murale qui font saillie au-dessus d'une face supérieure (23) de ladite dalle de fond (1).
EP09008236.3A 2008-08-02 2009-06-24 Coffrage de rebord de mur pour couler une plaque de sol en béton avec une marche et procédé pour encoffrer une marche pour couler une plaque de sol en béton avec une telle marche Not-in-force EP2149653B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102008036187A DE102008036187A1 (de) 2008-08-02 2008-08-02 Wandrandabschalung für eine Bodenplatte aus Beton für eine einhäuptige Schalung und Verfahren zur Aufstellung der Schalung

Publications (3)

Publication Number Publication Date
EP2149653A2 EP2149653A2 (fr) 2010-02-03
EP2149653A3 EP2149653A3 (fr) 2013-04-10
EP2149653B1 true EP2149653B1 (fr) 2017-07-19

Family

ID=41343105

Family Applications (1)

Application Number Title Priority Date Filing Date
EP09008236.3A Not-in-force EP2149653B1 (fr) 2008-08-02 2009-06-24 Coffrage de rebord de mur pour couler une plaque de sol en béton avec une marche et procédé pour encoffrer une marche pour couler une plaque de sol en béton avec une telle marche

Country Status (2)

Country Link
EP (1) EP2149653B1 (fr)
DE (1) DE102008036187A1 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106013158A (zh) * 2016-06-07 2016-10-12 中国十七冶集团有限公司 一种铝合金模板单边支模装置

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1253441B (de) * 1959-07-31 1967-11-02 Karl Voss Gewinkelte Schalungsschiene zum Betonieren von Treppenstufen
US3579938A (en) * 1969-05-08 1971-05-25 Iner O Hanson Screed holding device

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4141917C1 (fr) * 1991-12-18 1993-05-27 Peri Gmbh, 7912 Weissenhorn, De
DE19857569C2 (de) * 1998-12-14 2002-10-24 Peri Gmbh Ankerplatte mit Abstandshaltern
DE50112410D1 (de) * 2001-10-17 2007-06-06 Ernst Stocker Betonschalung mit seitlicher Abstützung
DE10260978A1 (de) * 2002-12-21 2004-07-22 Wilhelm Schmitz Einschalung
DE202005010755U1 (de) * 2005-07-08 2005-09-29 Döllen, Heinz von Vorrichtung zur Verankerung einer Abstützeinrichtung für eine Betonschalung

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1253441B (de) * 1959-07-31 1967-11-02 Karl Voss Gewinkelte Schalungsschiene zum Betonieren von Treppenstufen
US3579938A (en) * 1969-05-08 1971-05-25 Iner O Hanson Screed holding device

Also Published As

Publication number Publication date
DE102008036187A1 (de) 2010-02-11
EP2149653A2 (fr) 2010-02-03
EP2149653A3 (fr) 2013-04-10

Similar Documents

Publication Publication Date Title
DE202010002763U1 (de) Bodenablauf
DE102005022499B4 (de) Bau-Anschlussbewehrung Ankerkorbsystem
EP2963205B1 (fr) Dispositif de coffrage
DE69216594T2 (de) Stützelement zur benutzung beim giessen von betonfussböden
DE202004004965U1 (de) Schalungselement
DE3140287A1 (de) "vorrichtung zur herstellung geschosshoher betonwaende"
EP1905922A2 (fr) Dispositif pour l'installation d'un sol coulé à proximité d'un dispositif d'évacuation d'eau
EP2149653B1 (fr) Coffrage de rebord de mur pour couler une plaque de sol en béton avec une marche et procédé pour encoffrer une marche pour couler une plaque de sol en béton avec une telle marche
EP2273038A2 (fr) Coffrage et procédé de montage d'un coffrage
EP3341170B1 (fr) Dispositif dispositif de coffrage de bord
DE29504806U1 (de) Haltevorrichtung
DE102017206316B3 (de) Schalungselement
EP0048468B1 (fr) Dispositif de fixation pour planches de coffrage frontales pour la coulée de béton pour plafonds de bâtiments
DE19928757C2 (de) Montageträgersystem und Verfahren zur Montage eines Fertigbauteils an einem Gebäudeteil
DE102015208238B4 (de) Randschalungselement mit einer Schalungsplatte zur Herstellung einer Betonplatte
DE102007000866A1 (de) Universalkonsole
EP0782653B1 (fr) Organe de retenue
DE1916590A1 (de) Verfahren zur Herstellung hinterluefteter Fassaden
DE29509938U1 (de) Schalstütze
AT412359B (de) Schalung
EP3502373A1 (fr) Coffrage pour un escalier préfabriqué
DE2309723C3 (de) Verfahren und Vorrichtung zur Justierung von Fertigteilwänden und -stützen von Gebäuden
DE3807764C2 (fr)
DE19954448C2 (de) Schalungselement
DE102015017166B4 (de) Randschalungselement mit einer als verlorene Schalung dienenden Schalungsplatte zur Herstellung einer Betonplatte

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 MK MT NL NO PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA RS

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: DINGLER, GERHARD

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 MK MT NL NO PL PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL BA RS

RIC1 Information provided on ipc code assigned before grant

Ipc: E04G 11/06 20060101AFI20130305BHEP

Ipc: E04G 17/06 20060101ALI20130305BHEP

17P Request for examination filed

Effective date: 20131004

RBV Designated contracting states (corrected)

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 MK MT NL NO PL PT RO SE SI SK TR

17Q First examination report despatched

Effective date: 20160205

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20170120

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAJ Information related to disapproval of communication of intention to grant by the applicant or resumption of examination proceedings by the epo deleted

Free format text: ORIGINAL CODE: EPIDOSDIGR1

GRAL Information related to payment of fee for publishing/printing deleted

Free format text: ORIGINAL CODE: EPIDOSDIGR3

GRAR Information related to intention to grant a patent recorded

Free format text: ORIGINAL CODE: EPIDOSNIGR71

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

INTC Intention to grant announced (deleted)
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 MK MT NL NO PL PT RO SE SI SK TR

INTG Intention to grant announced

Effective date: 20170613

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

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 910551

Country of ref document: AT

Kind code of ref document: T

Effective date: 20170815

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 502009014162

Country of ref document: DE

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: ABACUS PATENTANWAELTE KLOCKE SPAETH BARTH, CH

REG Reference to a national code

Ref country code: NL

Ref legal event code: FP

REG Reference to a national code

Ref country code: LT

Ref legal event code: MG4D

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

Ref country code: 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: 20170719

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: 20170719

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: 20171019

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: 20170719

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: 20170719

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

Ref country code: PL

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

Effective date: 20170719

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: 20170719

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: 20171119

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: 20170719

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: 20171019

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502009014162

Country of ref document: DE

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: 20170719

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: 20170719

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: 20170719

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: 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: 20170719

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: 20170719

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: 20170719

26N No opposition filed

Effective date: 20180420

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: 20170719

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: 20170719

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

Effective date: 20180624

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20180630

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: LU

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

Effective date: 20180624

Ref country code: MC

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

Effective date: 20170719

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: 20180630

Ref country code: IE

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

Effective date: 20180624

Ref country code: GB

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

Effective date: 20180624

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

Ref country code: BE

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

Effective date: 20180630

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

Ref country code: NL

Payment date: 20190619

Year of fee payment: 11

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

Ref country code: DE

Payment date: 20190630

Year of fee payment: 11

Ref country code: AT

Payment date: 20190621

Year of fee payment: 11

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

Ref country code: CH

Payment date: 20190923

Year of fee payment: 11

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: 20170719

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: 20170719

Ref country code: HU

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

Effective date: 20090624

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: 20170719

Ref country code: MK

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

Effective date: 20170719

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: 20170719

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 502009014162

Country of ref document: DE

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: NL

Ref legal event code: MM

Effective date: 20200701

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 910551

Country of ref document: AT

Kind code of ref document: T

Effective date: 20200624

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: 20200630

Ref country code: LI

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

Effective date: 20200630

Ref country code: NL

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

Effective date: 20200701

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: 20210101

Ref country code: AT

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

Effective date: 20200624