EP2199477A2 - Formwork element - Google Patents
Formwork element Download PDFInfo
- Publication number
- EP2199477A2 EP2199477A2 EP09014963A EP09014963A EP2199477A2 EP 2199477 A2 EP2199477 A2 EP 2199477A2 EP 09014963 A EP09014963 A EP 09014963A EP 09014963 A EP09014963 A EP 09014963A EP 2199477 A2 EP2199477 A2 EP 2199477A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- shuttering
- formwork
- element according
- wall
- plane
- 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
Links
- 238000009415 formwork Methods 0.000 title claims abstract description 61
- 239000000463 material Substances 0.000 claims abstract description 14
- 239000002184 metal Substances 0.000 claims abstract description 6
- 238000009416 shuttering Methods 0.000 claims description 22
- 230000003014 reinforcing effect Effects 0.000 claims description 11
- 230000002787 reinforcement Effects 0.000 description 10
- 238000007789 sealing Methods 0.000 description 3
- 238000000926 separation method Methods 0.000 description 2
- 229910000851 Alloy steel Inorganic materials 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 230000009969 flowable effect Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 239000003566 sealing material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
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
- E04B5/16—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
-
- 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
- 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
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
- E04G11/085—End form panels for walls
Definitions
- the invention relates to a formwork element for a Stirnabschalung.
- Shuttering elements for Stirnabschalungen be used for shuttering of faces of concrete components, in particular for the separation of successive pouring concrete sections.
- Such formwork elements produce depending on the design z.
- the formwork element is installed transversely to the concreting limiting lateral formwork elements, but has a width which is less than the distance between the two side molds.
- the invention has for its object to provide a formwork element that is easy and quick to install and requires no damage to the frame formwork.
- the concrete cover strip can be attached to the Stirnabschalung, so that the frame formwork is spared, and possibly also Can happen outside of the formwork cavity, since the Betondeckungselfn must always be in the range of Stirnabschalung.
- the support and fastening device ensures that the Betondeckungsrau receives its correct position and maintains this during installation of Stirnabschalung.
- the support and fastening device can be provided where a concrete cover strip is to be attached, which should preferably be done on one side of the plane defined by the formwork wall.
- the supporting and fastening device can be produced particularly easily in the case of bendable formwork walls by angling the edge areas to be provided with concrete cover strips.
- the invention Stirnabschalung is formed in a simple manner as a holder for a continuous through both concreting reinforcements, since here edge open receiving recesses are formed for the reinforcement. These receiving recesses are closed by the concrete cover strip, so that a position securing for the reinforcement is achieved.
- receiving recess formed as a fitting recess, i. adapted to the dimensions of the usual, standardized reinforcing bars, that the reinforcing rod sits firmly or only with minimal play in the receiving recess.
- the formwork element 1 includes a formwork wall 2, which preferably consists of a selectively concrete permeable, ie perforated material, preferably made of expanded metal of different, located on the market embodiments.
- a formwork wall 2 which preferably consists of a selectively concrete permeable, ie perforated material, preferably made of expanded metal of different, located on the market embodiments.
- the shuttering wall 2 includes planar portions 2a and 2b, respectively, which are aligned with each other and define a plane E which represents the principal plane of the later working joint.
- the remaining design of the formwork element 1 is not critical, but it depends on the application, whether the formwork element 1 is provided, for example, with a trapezoidal out of the plane E bent, central toothing rib 2c, as shown in Fig. 1 is shown, or has a holder for a joint or water barrier or adapted to other purposes.
- At least one, preferably two opposite edge regions of the formwork wall 2 are provided with a supporting and fastening device 3 for a concrete cover strip 4, which extend transversely, preferably at right angles, to the plane E and protrude beyond the plane E.
- a concrete cover strip 4 which extend transversely, preferably at right angles, to the plane E and protrude beyond the plane E.
- Fig. 1 is, for better clarity, only in Fig. 1 Rear edge region 2e provided with the concrete cover strip 4, while the concrete cover strip 4 was omitted at the front edge portion 2d.
- the support and fastening device 3 for the concrete cover strip 4 is formed in the illustrated embodiment as a bend of the edge region 2d or 2e of the formwork wall 2, wherein the edges of the bendable expanded metal mesh of the formwork wall 2 were bent substantially perpendicular to the plane E.
- the angled edge regions 2d thereby form a supporting surface 5 for the concrete cover strip 4, which specifies the position of the concrete cover strip 4 exactly.
- the width b of the angled edge region 2d, 2e corresponds approximately to the width B of the concrete cover strip 4.
- the supporting and fastening device 3 further contains fastening means, which in this case consist in at least one opening 6 which extends at a suitable location through the support surface 5 extends and which can receive a fastening means, preferably a screw 7. If the formwork material of the formwork wall 2 consists of an expanded metal or another perforated material, such as a perforated plate or the like., The already existing there holes for screwing the screws 7 can be used.
- the formwork element 1 further comprises receiving recesses 8, which are designed for receiving and positioning of reinforcing bars 9.
- the receiving recesses 8 are designed as slots which extend from the edge region 2d, 2e of the shuttering wall 2 into this, substantially perpendicular to the outer edge.
- the depth of the receiving recesses 8 corresponds to the width b of the support surface 5 plus the diameter of the reinforcing rod 9.
- the height h of the receiving recess 8 corresponds to the diameter of the reinforcing rod 9.
- the bottom or lower boundary 8a of each receiving recess 8 is circularly rounded, this Measure and the dimensions cause the reinforcing rod 9 is seated in the receiving recess as in a fitting recess and is fixed in position there.
- the material thickness can also be included in the dimensions, so that an even better adaptation to the dimensions of the reinforcing rod, which is standardized, is possible.
- the receiving recesses 8 are expediently cut into the material.
- the formwork element according to the invention is prefabricated from the factory, wherein the formwork wall 2 tailored, provided with the central structures, for example, the trapezoidal toothed rib 2c by bending, the receiving recesses 8 cut and the edge regions 2d, 2e are bent up substantially perpendicular to the plane E, that they project on that side of the plane E, and only on this side, to which the concrete cover strip 4 is to be attached.
- the formwork wall 2 tailored provided with the central structures, for example, the trapezoidal toothed rib 2c by bending, the receiving recesses 8 cut and the edge regions 2d, 2e are bent up substantially perpendicular to the plane E, that they project on that side of the plane E, and only on this side, to which the concrete cover strip 4 is to be attached.
- the formwork wall 2 tailored provided with the central structures, for example, the trapezoidal toothed rib 2c by bending, the receiving recesses 8 cut and the edge regions 2d, 2e are bent up substantially perpendicular to the
- the invention can also be used in formwork elements that are not provided from the outset with receiving recesses for a continuous reinforcement.
- the supporting and fastening device can continue to be formed only by partially angled or partially provided support.
- the support and fastening device could also be retrofitted.
Abstract
Description
Die Erfindung bezieht sich auf ein Schalungselement für eine Stirnabschalung.The invention relates to a formwork element for a Stirnabschalung.
Schalungselemente für Stirnabschalungen werden zur Abschalung von Stirnflächen von Betonbauteilen, insbesondere zur Trennung von nacheinander zu vergießenden Betonierabschnitten eingesetzt. Derartige Schalungselemente erzeugen je nach Ausgestaltung z. B. eine Arbeitsfuge oder eine Dehnfuge und sind häufig als verlorenes Schalungselement (siehe beispielsweise
Der Erfindung liegt die Aufgabe zugrunde, ein Schalungselement bereitzustellen, dass einfach und schnell montierbar ist und keine Beschädigung der Rahmenschalung erfordert.The invention has for its object to provide a formwork element that is easy and quick to install and requires no damage to the frame formwork.
Die Aufgabe wird durch die im Anspruch 1 angegebenen Merkmale gelöst.The object is solved by the features specified in
Durch die erfindungsgemäße Ausgestaltung kann die Betondeckungsleiste an der Stirnabschalung befestigt werden, so dass die Rahmenschalung geschont wird, und was ggf. auch außerhalb des Schalungshohlraumes geschehen kann, da sich die Betondeckungsleisten immer im Bereich der Stirnabschalung befinden müssen. Die Abstütz- und Befestigungseinrichtung sorgt dafür, dass die Betondeckungsleiste ihre korrekte Lage erhält und diese beim Einbau der Stirnabschalung beibehält.The inventive design, the concrete cover strip can be attached to the Stirnabschalung, so that the frame formwork is spared, and possibly also Can happen outside of the formwork cavity, since the Betondeckungsleisten must always be in the range of Stirnabschalung. The support and fastening device ensures that the Betondeckungsleiste receives its correct position and maintains this during installation of Stirnabschalung.
Vorteilhafte Weiterbildungen der Erfindung sind den Unteransprüchen zu entnehmen.Advantageous developments of the invention can be found in the dependent claims.
So kann die Abstütz- und Befestigungseinrichtung dort vorgesehen werden, wo eine Betondeckungsleiste angebracht werden soll, was bevorzugt an einer Seite der Ebene, die durch die Schalungswandung definiert wird, erfolgen sollte.Thus, the support and fastening device can be provided where a concrete cover strip is to be attached, which should preferably be done on one side of the plane defined by the formwork wall.
Die Abstütz- und Befestigungseinrichtung kann besonders einfach bei biegbaren Schalungswandungen hergestellt werden, indem die mit Betondeckungsleisten zu versehenden Randbereiche abgewinkelt werden.The supporting and fastening device can be produced particularly easily in the case of bendable formwork walls by angling the edge areas to be provided with concrete cover strips.
Die erfindungsgemäße Stirnabschalung ist auf einfache Weise als Halterung für eine durch beide Betonierabschnitte durchlaufende Bewehrung ausgebildet, da hier randseitig offene Aufnahmevertiefungen für die Bewehrung ausgebildet sind. Diese Aufnahmevertiefungen werden durch die Betondeckungsleiste verschlossen, so dass dadurch eine Lagesicherung für die Bewehrung erreicht wird.The invention Stirnabschalung is formed in a simple manner as a holder for a continuous through both concreting reinforcements, since here edge open receiving recesses are formed for the reinforcement. These receiving recesses are closed by the concrete cover strip, so that a position securing for the reinforcement is achieved.
Diese Lagesicherung wird noch verbessert, wenn die Aufnahmevertiefung als Passvertiefung ausgebildet, d.h. derart an die Abmessungen der üblichen, genormten Bewehrungsstäbe angepasst ist, dass der Bewehrungsstab fest oder nur mit minimalem Spiel in der Aufnahmevertiefung sitzt.This position assurance is further improved if the receiving recess formed as a fitting recess, i. adapted to the dimensions of the usual, standardized reinforcing bars, that the reinforcing rod sits firmly or only with minimal play in the receiving recess.
Ein Ausführungsbeispiel der Erfindung wird nachfolgend anhand der Zeichnungen näher erläutert. Es zeigen:
- Fig. 1
- eine perspektivische Ansicht eines erfindungsgemäßen Schalungselementes,
- Fig. 2
- die Vorderansicht des Schalungselementes gemäß
Fig. 1 , - Fig. 3
- die Seitenansicht des Schalungselementes gemäß
Fig. 1 , - Fig. 4
- ein herausgeschnittenes Teil einer Rückansicht des Schalungselementes gemäß
Fig. 1 , und - Fig. 5
- eine Draufsicht auf eine Schalung, die unter Verwendung des erfindungsgemäßen Schalungselementes erstellt wurde.
- Fig. 1
- a perspective view of a formwork element according to the invention,
- Fig. 2
- the front view of the formwork element according to
Fig. 1 . - Fig. 3
- the side view of the formwork element according to
Fig. 1 . - Fig. 4
- a cut-out part of a rear view of the formwork element according to
Fig. 1 , and - Fig. 5
- a plan view of a formwork, which was created using the formwork element according to the invention.
Aus den
Die Schalungswandung 2 enthält ebene Bereiche 2a bzw. 2b, die fluchtend zueinander ausgerichtet sind und eine Ebene E definieren, die die hauptsächliche Ebene der späteren Arbeitsfuge darstellt. Die übrige Ausgestaltung des Schalungselementes 1 ist nicht kritisch, sondern es hängt vom Anwendungszweck ab, ob das Schalungselement 1 beispielsweise mit einer trapezförmig aus der Ebene E herausgebogenen, mittleren Verzahnungsrippe 2c versehen ist, wie dies in
Wenigstens ein, bevorzugt zwei gegenüberliegende Randbereiche der Schalungswandung 2 sind mit einer Abstütz- und Befestigungseinrichtung 3 für eine Betondeckungsleiste 4 versehen, die quer, bevorzugt rechtwinklig, zur Ebene E verlaufen und über die Ebene E vorstehen. In
Die Abstütz- und Befestigungseinrichtung 3 für die Betondeckungsleiste 4 ist im dargestellten Ausführungsbeispiel als Abwinkelung des Randbereiches 2d bzw. 2e der Schalungswandung 2 ausgebildet, wobei die Ränder des biegbaren Streckmetallgitters der Schalungswandung 2 im Wesentlichen rechtwinklig zur Ebene E abgebogen wurden. Die abgewinkelten Randbereiche 2d bilden dadurch eine Auflagefläche 5 für die Betondeckungsleiste 4, die die Lage der Betondeckungsleiste 4 exakt vorgibt. Bevorzugt entspricht die Breite b des abgewinkelten Randbereiches 2d, 2e etwa der Breite B der Betondeckungsleiste 4. Die Abstütz- und Befestigungseinrichtung 3 enthält weiterhin Befestigungsmittel, die hier in wenigstens einer Öffnung 6 bestehen, die sich an geeigneter Stelle durch die Auflagefläche 5 erstreckt und die ein Befestigungsmittel, vorzugsweise eine Schraube 7 aufnehmen kann. Besteht das Schalungsmaterial der Schalungswandung 2 aus einem Streckmetall oder einem anderen durchbrochenen Material, wie beispielsweise einem Lochblech oder dgl., so können die dort bereits vorhandenen Löcher zum Einschrauben der Schrauben 7 verwendet werden.The support and
Das erfindungsgemäße Schalungselement 1 enthält weiterhin Aufnahmevertiefungen 8, die zum Aufnehmen und Positionieren von Bewehrungsstäben 9 ausgebildet sind. Die Aufnahmevertiefungen 8 werden als Schlitze ausgeführt, die sich vom Randbereich 2d, 2e der Schalungswandung 2 in diese, im Wesentlichen senkrecht zur äußeren Kante, hineinerstrecken. Die Tiefe der Aufnahmevertiefungen 8 entspricht der Breite b der Auflagefläche 5 plus dem Durchmesser des Bewehrungsstabes 9. Die Höhe h der Aufnahmevertiefung 8 entspricht dem Durchmesser des Bewehrungsstabes 9. Zusätzlich ist der Grund bzw. die untere Begrenzung 8a jeder Aufnahmevertiefung 8 kreisförmig ausgerundet, wobei diese Maßnahme und die Abmessungen dazu führen, dass der Bewehrungsstab 9 in der Aufnahmevertiefung wie in einer Passvertiefung sitzt und dort lagefixiert ist. Je nach Dicke des Materials der Schalungswandung 2 im Bereich der abgewinkelten Ränder 2d, 2e kann auch die Materialdicke in die Abmessungen mit eingerechnet werden, so dass eine noch bessere Anpassung an die Abmessungen des Bewehrungsstabes, der genormt ist, möglich ist.The
Besteht die Schalungswandung 2 aus einem schneidbaren Material, so werden die Aufnahmevertiefungen 8 zweckmäßigerweise in das Material eingeschnitten.If the shuttering wall 2 consists of a cuttable material, the
Das erfindungsgemäße Schalungselement wird bereits ab Werk vorgefertigt, wobei die Schalungswandung 2 zugeschnitten, mit den mittleren Strukturen, beispielsweise der trapezförmigen Verzahnungsrippe 2c durch Biegen versehen, die Aufnahmevertiefungen 8 eingeschnitten und die Randbereiche 2d, 2e im Wesentlichen senkrecht zur Ebene E derart hochgebogen werden, dass sie an derjenigen Seite der Ebene E, und nur an dieser Seite, vorstehen, an der die Betondeckungsleiste 4 angebracht werden soll. Sollte es jedoch erforderlich sein, die Betondeckungsleiste mittig zur Ebene E auszurichten, so kann dies entweder geschehen, indem die Betondeckungsleiste an den Abstütz- und Befestigungseinrichtungen 3 der
- 1. Stellen der Rahmenschalung 10 - Hauptschalung (Außenseite)
- 2.
Binden der Bewehrung 9 und 11 (Außenseite) - 3. Einlegen und Einbinden des Abschalelementes 2
- 4. Anschrauben der Dichtleiste 4 (Außenseite)
- 5.
Binden der Bewehrung 9 und 11 (Innenseite) - 6. Anschrauben der Dichtleiste 4 (Innenseite)
- 7. Stellen der Rahmenschaltung 10 - Hauptschalung (Innenseite)
- 8. Bauseitige Abstützung der Stirnabschalung
- 1. Setting the frame formwork 10 - main formwork (outside)
- 2. binding of
reinforcement 9 and 11 (outside) - 3. Inserting and integrating the Abschalelementes 2
- 4. Screw on the sealing strip 4 (outside)
- 5. binding of
reinforcement 9 and 11 (inner side) - 6. Screwing on the sealing strip 4 (inside)
- 7. Setting the frame circuit 10 - main formwork (inside)
- 8. On-site support of the Stirnabschalung
In Abwandlung des beschriebenen und gezeichneten Ausführungsbeispiels ist die Erfindung auch bei Schalungselementen einsetzbar, die nicht von vorneherein mit Aufnahmevertiefungen für eine durchgehende Bewehrung versehen sind. Die Abstütz- und Befestigungseinrichtung kann weiterhin nur durch bereichsweise abgewinkelte oder bereichsweise vorgesehene Auflager gebildet werden. Bei nicht biegbarem Schalungsmaterial könnte die Abstütz- und Befestigungseinrichtung auch nachträglich angebracht werden.In a modification of the described and illustrated embodiment, the invention can also be used in formwork elements that are not provided from the outset with receiving recesses for a continuous reinforcement. The supporting and fastening device can continue to be formed only by partially angled or partially provided support. For non-flexible formwork material, the support and fastening device could also be retrofitted.
Claims (10)
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE200820016759 DE202008016759U1 (en) | 2008-12-18 | 2008-12-18 | An element |
Publications (3)
Publication Number | Publication Date |
---|---|
EP2199477A2 true EP2199477A2 (en) | 2010-06-23 |
EP2199477A3 EP2199477A3 (en) | 2012-08-01 |
EP2199477B1 EP2199477B1 (en) | 2017-02-15 |
Family
ID=40459464
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP09014963.4A Active EP2199477B1 (en) | 2008-12-18 | 2009-12-02 | Formwork element |
Country Status (2)
Country | Link |
---|---|
EP (1) | EP2199477B1 (en) |
DE (1) | DE202008016759U1 (en) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112727072B (en) * | 2020-12-24 | 2023-02-28 | 广东天凛高新科技有限公司 | Construction method of cast-in-place wall |
DE102021107467A1 (en) | 2021-03-25 | 2022-09-29 | Max Frank GmbH & Co Kommanditgesellschaft | Shuttering element for concrete construction |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE9203275U1 (en) * | 1992-03-11 | 1993-07-08 | Peca-Verbundtechnik Gmbh, 8312 Dingolfing, De | |
DE19500937A1 (en) * | 1995-01-14 | 1996-07-25 | Sven Obernolte | Closure element for concrete wall shuttering |
DE19905691A1 (en) * | 1999-02-11 | 2000-08-17 | Dausend Hans Werner | Method for waterproofing between concrete sections has an elastic seal held in a wire cage for securing in the cast concrete |
EP1921225A1 (en) * | 2006-11-09 | 2008-05-14 | FWR Solutions GmbH | Forming board with bracing device |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE202005019397U1 (en) | 2005-12-12 | 2007-04-19 | Fwr Solutions Gmbh | Shuttering element for concrete structures has socket for water barrier with further flexible barrier material extending into gap as further seal |
-
2008
- 2008-12-18 DE DE200820016759 patent/DE202008016759U1/en not_active Expired - Lifetime
-
2009
- 2009-12-02 EP EP09014963.4A patent/EP2199477B1/en active Active
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE9203275U1 (en) * | 1992-03-11 | 1993-07-08 | Peca-Verbundtechnik Gmbh, 8312 Dingolfing, De | |
DE19500937A1 (en) * | 1995-01-14 | 1996-07-25 | Sven Obernolte | Closure element for concrete wall shuttering |
DE19905691A1 (en) * | 1999-02-11 | 2000-08-17 | Dausend Hans Werner | Method for waterproofing between concrete sections has an elastic seal held in a wire cage for securing in the cast concrete |
EP1921225A1 (en) * | 2006-11-09 | 2008-05-14 | FWR Solutions GmbH | Forming board with bracing device |
Also Published As
Publication number | Publication date |
---|---|
EP2199477B1 (en) | 2017-02-15 |
DE202008016759U1 (en) | 2009-03-19 |
EP2199477A3 (en) | 2012-08-01 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
DE60314459T2 (en) | CONSTRUCTION ELEMENT FOR CABINET CONSTRUCTION | |
EP3519641B1 (en) | Connecting device for connecting thin prefab elements, prefab elements therewith equipped, method for making such thin prefab elements equipped with such connecting device | |
DE202004004965U1 (en) | Shuttering element, uses connector parts between shuttering boards to hold concrete reinforcement structure at distance from these boards | |
DE102011088456B4 (en) | Arrangement with positioning element for positioning at least one rod-shaped reinforcing element | |
DE102010040663B4 (en) | connecting element | |
EP2199477B1 (en) | Formwork element | |
EP3341170B1 (en) | Edge shuttering device | |
EP3093412B1 (en) | Reinforcement connection element | |
DE102013216838B3 (en) | Formwork arrangement for manufacturing ring joist or peripheral tie beam of concreted wall parts on masonry in buildings, has holder element with module regions introduced into seam cavity in side piece of connectors over opening | |
EP1783293B1 (en) | Reinforced insulating body for a prefabricated insulated wall element and wall element and method of manufacture | |
EP3118384B1 (en) | Insulating shell composite with two insulating shells and ring beam with the insulating shell composite | |
DE102005029648A1 (en) | Balcony frame and method for manufacturing a precast balcony | |
DE102005028697B4 (en) | System for building a building wall | |
EP1947256B1 (en) | Shuttering device | |
EP1947255B1 (en) | Reinforcement for stop end panels | |
EP0892127B1 (en) | Shuttering and method for inducing cracks | |
AT508798A2 (en) | FORMWORK | |
DE102018106675A1 (en) | An element | |
EP1760207B1 (en) | Shuttering element | |
DE202007010219U1 (en) | Stopends | |
DE102004026429B3 (en) | Joint tape holder as well as production process for concreting sections | |
EP0586867A1 (en) | End shuttering | |
DE102019121460A1 (en) | Formwork system, method for creating a wall, formwork element and angle element | |
DE102021002584A1 (en) | Concrete composite wall element made of at least two wall panels prefabricated from different or the same material, which are non-positively connected and a method for producing a composite wall element. | |
AT52728B (en) | Device for molding and casting houses and the like in one piece. |
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 SM TR |
|
AX | Request for extension of the european patent |
Extension state: AL BA RS |
|
PUAL | Search report despatched |
Free format text: ORIGINAL CODE: 0009013 |
|
AK | Designated contracting states |
Kind code of ref document: A3 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK SM 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 11/08 20060101ALI20120626BHEP Ipc: E04B 1/68 20060101AFI20120626BHEP Ipc: E04B 5/32 20060101ALI20120626BHEP |
|
17P | Request for examination filed |
Effective date: 20120906 |
|
17Q | First examination report despatched |
Effective date: 20150303 |
|
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
INTG | Intention to grant announced |
Effective date: 20160622 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO SE SI SK SM TR |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: EP Ref country code: GB Ref legal event code: FG4D Free format text: NOT ENGLISH |
|
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: 867986 Country of ref document: AT Kind code of ref document: T Effective date: 20170315 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R096 Ref document number: 502009013639 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: MP Effective date: 20170215 |
|
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: 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: 20170515 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: 20170215 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: 20170215 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: 20170215 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: 20170516 |
|
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: 20170215 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: 20170215 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: 20170615 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: 20170515 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: 20170215 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: 20170215 |
|
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: 20170215 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: 20170215 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: 20170215 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: 20170215 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: 20170215 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R097 Ref document number: 502009013639 Country of ref document: DE |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: SM Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170215 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: 20170215 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: 20170215 |
|
PLBE | No opposition filed within time limit |
Free format text: ORIGINAL CODE: 0009261 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT |
|
26N | No opposition filed |
Effective date: 20171116 |
|
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: 20170215 |
|
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: 20171202 |
|
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: 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: 20170215 Ref country code: LU Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20171202 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST Effective date: 20180831 |
|
REG | Reference to a national code |
Ref country code: BE Ref legal event code: MM Effective date: 20171231 |
|
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: 20171202 Ref country code: FR Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20180102 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20171231 Ref country code: CH Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20171231 Ref country code: BE Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20171231 Ref country code: GB Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20171202 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: HU Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT; INVALID AB INITIO Effective date: 20091202 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: 20170215 |
|
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 NON-PAYMENT OF DUE FEES Effective date: 20170215 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: MK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170215 |
|
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: 20170215 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: IS Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20170615 |
|
P01 | Opt-out of the competence of the unified patent court (upc) registered |
Effective date: 20230327 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: AT Payment date: 20231220 Year of fee payment: 15 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: DE Payment date: 20231221 Year of fee payment: 15 |