EP1658405B1 - Insulating shuttering element, in particular for producing a building floor plate shuttering and method for producing said shuttering - Google Patents
Insulating shuttering element, in particular for producing a building floor plate shuttering and method for producing said shuttering Download PDFInfo
- Publication number
- EP1658405B1 EP1658405B1 EP04735009A EP04735009A EP1658405B1 EP 1658405 B1 EP1658405 B1 EP 1658405B1 EP 04735009 A EP04735009 A EP 04735009A EP 04735009 A EP04735009 A EP 04735009A EP 1658405 B1 EP1658405 B1 EP 1658405B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- shuttering
- elements
- shaped
- insulating
- heat
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 238000009416 shuttering Methods 0.000 title claims abstract description 45
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 13
- 238000000034 method Methods 0.000 claims description 3
- 238000009415 formwork Methods 0.000 description 43
- 210000002414 leg Anatomy 0.000 description 6
- 238000010276 construction Methods 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 210000000689 upper leg Anatomy 0.000 description 2
- 239000004793 Polystyrene Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 210000003414 extremity Anatomy 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000005192 partition Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 229920002223 polystyrene Polymers 0.000 description 1
- 229920006327 polystyrene foam Polymers 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000002002 slurry 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
- 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/01—Flat foundations
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/01—Flat foundations
- E02D27/013—Shuttering specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/01—Flat foundations
- E02D27/016—Flat foundations made mainly from prefabricated concrete elements
-
- 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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/10—Forming or shuttering elements for general use with additional peculiarities such as surface shaping, insulating or heating, permeability to water or air
Definitions
- the invention relates to a thermally insulating shuttering element, in particular for the production of the formwork of a floor slab of a building.
- the invention further relates to a method for producing a bottom plate formwork of such formwork elements.
- heat-insulated floor panels using heat-insulating formwork elements is for example from DE 101 03 470 A1 known.
- L-shaped edge elements are connected to a circumferential closed outer frame together and filled the remaining space with an insulating layer.
- a film is placed on the tub-shaped formwork so prepared to prevent cement slurry can get into the joints of the insulating layer, and fixed the edge elements on the outside by means of a ballast filling.
- the pouring of the concrete in the trough-shaped, consisting of the insulating formwork elements formwork to form the bottom plate.
- edge elements are interconnected only in the circumferential direction via a groove / spring connection and can move laterally against each other, so that despite the ballast support the emergence of an uneven edge contour, for example when pouring the concrete into the tray formed by the formwork elements are not excluded can.
- the invention has for its object to provide heat-insulating formwork elements with which in particular a trough-shaped formwork for the production of the bottom plate of a building can be built, with an additional support, e.g. by a wooden formwork or a gravel filling, can be omitted. Furthermore, a method for producing a floor slab formwork from such formwork elements is to be specified.
- the invention is based essentially on the idea to provide the top and / or bottom of the formwork elements with knob-shaped connecting elements, which are arranged such that recesses are formed from adjacent connecting elements, in which in the intended use of the formwork element corresponding knob-shaped connecting elements at least one as a connecting plate (hereinafter also referred to as cover plate) formed formwork element engage positively to connect adjacent formwork elements together.
- cover plate a connecting plate
- knob-shaped connecting elements have a substantially truncated pyramidal shape, wherein the individual truncated pyramids can be connected to one another in their lower region.
- the formwork elements according to the invention can each have a different outer Have shape. It has proven particularly useful for building trough-shaped formwork for the production of floor slabs, both plate-shaped formwork elements having on their top and bottom knob-shaped connecting elements (base plates) and plate-shaped formwork elements, the knob-shaped fasteners only on its top or bottom bear (cover plates), as well as angle-shaped edge elements to stockpile, which have at least one vertical and one horizontal leg, the latter being provided on top and / or bottom side with knob-shaped connecting elements.
- the edge elements may also be formed as deliberatelyeck- or ĂȘteckmaschine.
- a corresponding number of edge elements (including the required number of ekk elements) are connected to one another laterally.
- the resulting frame is then filled by flush mounted side by side base plates, so that a closed base tub made of formwork elements.
- cover plates with top and / or bottom side arranged knob-shaped connecting elements and / or below the base plates of the base trough and placed over and / or under the horizontal legs of the edge elements and the knob-shaped connecting elements of Cover plates are pressed into the recesses of the respective opposite base plates and edge elements.
- the edge elements can not laterally move when pouring the concrete to form the bottom plate of the corresponding building, since the cam-shaped connecting elements of the cover plate engage positively in the corresponding recesses of the base plates and the edge elements.
- the dimensions of the cover plates are selected such that they fill the entire space between the vertical limbs of the edge elements and thus in particular cover the joints of adjacent lower formwork elements.
- the end faces of the edge elements can be positively connected to one another via corresponding projections and grooves such that e.g. a dovetail guide or a flat guide or the like. results.
- a dovetail guide or a flat guide or the like e.g. a dovetail guide or a flat guide or the like.
- Fig.1 1 is a heat-insulating shuttering element (base plate), for example made of a polystyrene foam, for forming a floor slab of a building.
- the base plate 1 has both on its upper side 2 and on its underside 5 in each case a multiplicity of uniformly distributed, knob-shaped connecting elements 3.
- the knob-shaped connecting elements 3 have a substantially truncated pyramidal shape and are arranged such that each of four connecting elements 3, a recess 4 is formed, in which a corresponding knob-shaped connecting element of an upper or lower side arranged further formwork element can intervene.
- Fig.2 shows a formwork element 11 according to the invention (cover plate) having a smooth surface having top 12.
- the knob-shaped connecting elements designated 13 and the recesses 14 formed by the connecting elements are located on the underside 15 of the shuttering element eleventh
- a formwork element 21 according to the invention is shown, which is an edge element formed as an outer corner element. It has a substantially L-shaped cross-section. On the top 22 and on the bottom 25 of the horizontal leg 27 turn knob-shaped connecting elements 23 and recesses 24 are arranged.
- the corner element 21 For connecting the corner element 21 with further laterally arranged edge elements 41 (cf. Figure 4 ), the corner element 21 in a portion of its first end face 28 of the vertical leg 29 dovetail-shaped groove-shaped recesses 30 and on the second end face 31 corresponding strip-shaped projections 32.
- edge elements 21 to be connected can be quickly moved into a precisely defined vertical position in the relatively rough conditions of practice, there are at the ends of the groove-shaped recesses 30 stops 26, whose surfaces are slightly chamfered to prevent water can collect in these areas.
- corner elements 21 and the subsequent further edge elements 41 are formed such that the wall thickness of the respective edge element in the lower region 42 of the vertical leg 29 is greater on the outside than in the upper region 43.
- edge elements including the corner elements
- cover plates 11 are placed on the prefabricated base trough so that they each cover a base plate 1 and the horizontal leg 27 of a peripheral element 21, 41 ( Figure 5 ).
- the formwork elements not only plate-shaped or L-shaped, but also have other shapes.
- the corner elements may also be inner corner elements (cf. Figure 6 ).
- knob-shaped connecting elements do not necessarily have to be designed in the shape of truncated pyramids, although this studded form has proven particularly useful in practice.
- base plates ie plates with top and bottom arranged knob-shaped connecting elements
- cover plates This is particularly useful when the wall thickness of the trough-shaped formwork is to be doubled on the bottom side.
- base plates 1 a further layer with base plates 1 are arranged, which then extends to the outer edge of the corresponding edge elements 21, 41.
- This base plate used as a cover plate then also connects the edge elements with the arranged inside the frame base plates.
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Building Environments (AREA)
- Moulds, Cores, Or Mandrels (AREA)
- Panels For Use In Building Construction (AREA)
- Laminated Bodies (AREA)
Abstract
Description
Die Erfindung betrifft ein wÀrmedÀmmendes Schalungselement, insbesondere zur Herstellung der Schalung einer Bodenplatte eines GebÀudes. Die Erfindung bezieht sich ferner auf ein Verfahren zur Herstellung einer Bodenplattenschalung aus derartigen Schalungselementen.The invention relates to a thermally insulating shuttering element, in particular for the production of the formwork of a floor slab of a building. The invention further relates to a method for producing a bottom plate formwork of such formwork elements.
Die Herstellung wÀrmegedÀmmter Bodenplatten mit Hilfe wÀrmedÀmmender Schalungselementen ist z.B. aus der
Als nachteilig hat sich bei Verwendung dieser bekannten Schalungselemente unter anderem erwiesen, daĂ zwischen den Randelementen und der DĂ€mmlage hĂ€ufig keine ausreichende Form- und/oder KraftschluĂverbindung besteht, so daĂ trotz auĂenseitiger SchotterfĂŒllung eine zusĂ€tzliche AbstĂŒtzung, z.B. eine Holzschalung, zur Verhinderung des AuseinanderdrĂŒckens der Randelemente erforderlich sein kann. AuĂerdem sind bei den bekannten Schalungselementen die Randelemente lediglich in Umfangsrichtung ĂŒber eine Nut/Federverbindung miteinander verbunden und können sich seitlich gegeneinander verschieben, so daĂ trotz der SchotterabstĂŒtzung das Entstehen einer ungleichmĂ€Ăigen Randkontur z.B. beim EingieĂen des Betons in die durch die Schalungselemente gebildete Wanne nicht ausgeschlossen werden kann.A disadvantage has been found, among other things, when using these known formwork elements, that between the edge elements and the insulating layer often no sufficient form and / or frictional connection exists, so that despite external ballast filling an additional support, such as a timber form, to prevent the pushing apart of the edge elements may be required. In addition, in the known formwork elements, the edge elements are interconnected only in the circumferential direction via a groove / spring connection and can move laterally against each other, so that despite the ballast support the emergence of an uneven edge contour, for example when pouring the concrete into the tray formed by the formwork elements are not excluded can.
Der Erfindung liegt die Aufgabe zugrunde, wĂ€rmedĂ€mmende Schalungselemente anzugeben, mit denen insbesondere eine wannenförmige Schalung fĂŒr die Herstellung der Bodenplatte eines GebĂ€udes aufbaubar ist, wobei eine zusĂ€tzliche AbstĂŒtzung, z.B. durch eine Holzschalung oder eine SchotterfĂŒllung, entfallen kann. Ferner soll ein Verfahren zur Herstellung einer Bodenplattenschalung aus derartigen Schalungselementen angegeben werden.The invention has for its object to provide heat-insulating formwork elements with which in particular a trough-shaped formwork for the production of the bottom plate of a building can be built, with an additional support, e.g. by a wooden formwork or a gravel filling, can be omitted. Furthermore, a method for producing a floor slab formwork from such formwork elements is to be specified.
Diese Aufgabe wird erfindungsgemÀà hinsichtlich der Schalungselemente durch die Merkmale des Anspruchs 1 und hinsichtlich des Verfahrens durch die Merkmale des Anspruchs 12 gelöst. Weitere, besonders vorteilhafte Ausgestaltungen der Erfindung offenbaren die UnteransprĂŒche.This object is achieved with respect to the formwork elements by the features of claim 1 and in terms of the method by the features of
Die Erfindung beruht im wesentlichen auf dem Gedanken, die Ober- und/oder Unterseite der Schalungselemente mit noppenförmigen Verbindungselementen zu versehen, die derart angeordnet sind, daĂ aus benachbarten Verbindungselementen Vertiefungen gebildet werden, in welche bei der bestimmungsgemĂ€Ăen Verwendung des Schalungselementes entsprechende noppenförmige Verbindungselemente mindestens eines als Verbindungsplatte (im folgenden auch als Deckplatte bezeichneten) ausgebildeten Schalungselementes formschlĂŒssig eingreifen, um benachbarte Schalungselemente miteinander zu verbinden.The invention is based essentially on the idea to provide the top and / or bottom of the formwork elements with knob-shaped connecting elements, which are arranged such that recesses are formed from adjacent connecting elements, in which in the intended use of the formwork element corresponding knob-shaped connecting elements at least one as a connecting plate (hereinafter also referred to as cover plate) formed formwork element engage positively to connect adjacent formwork elements together.
Als besonders vorteilhaft hat es sich erwiesen, wenn die noppenförmigen Verbindungselemente eine im wesentlichen pyramidenstumpfförmige Gestalt aufweisen, wobei die einzelnen PyramidenstĂŒmpfe in ihrem unteren Bereich miteinander verbunden sein können.It has proven to be particularly advantageous if the knob-shaped connecting elements have a substantially truncated pyramidal shape, wherein the individual truncated pyramids can be connected to one another in their lower region.
Die erfindungsgemĂ€Ăen Schalungselemente können jeweils eine unterschiedliche Ă€uĂere Gestalt aufweisen. Dabei hat es sich insbesondere zum Aufbau wannenförmiger Schalungen fĂŒr die Herstellung von Bodenplatten als zweckmĂ€Ăig erwiesen, sowohl plattenförmige Schalungselemente, die auf ihrer Ober- und Unterseite noppenförmige Verbindungselemente aufweisen (Grundplatten) als auch plattenförmige Schalungselemente, die nur auf ihrer Ober- oder Unterseite noppenförmige Verbindungselemente tragen (Deckplatten), sowie winkelförmig ausgebildete Randelemente zu bevorraten, die mindestens einen vertikalen und einen horizontalen Schenkel besitzen, wobei Letzterer ober- und/oder unterseitig mit noppenförmigen Verbindungselementen versehen ist. Je nach Ausgestaltung der Schalung können die Randelemente auch als AuĂeneck- oder Inneneckelemente ausgebildet sein.The formwork elements according to the invention can each have a different outer Have shape. It has proven particularly useful for building trough-shaped formwork for the production of floor slabs, both plate-shaped formwork elements having on their top and bottom knob-shaped connecting elements (base plates) and plate-shaped formwork elements, the knob-shaped fasteners only on its top or bottom bear (cover plates), as well as angle-shaped edge elements to stockpile, which have at least one vertical and one horizontal leg, the latter being provided on top and / or bottom side with knob-shaped connecting elements. Depending on the configuration of the formwork, the edge elements may also be formed as AuĂeneck- or Inneneckelemente.
Zur Herstellung einer wannenförmigen Bodenplattenschalung werden zunĂ€chst eine entsprechende Anzahl von Randelementen (einschlieĂlich der erforderlichen Anzahl von Ekkelementen) seitlich miteinander verbunden. Der dadurch entstehende Rahmen wird dann durch bĂŒndig nebeneinander angeordneten Grundplatten ausgefĂŒllt, so daĂ eine geschlossene Grundwanne aus Schalungselementen entsteht. AnschlieĂend erfolgt dann die Verbindung der Grundplatten mit den Randelementen, indem Deckplatten mit ober- und/oder unterseitig angeordneten noppenförmigen Verbindungselementen ĂŒber und/oder unter die Grundplatten der Grundwanne und ĂŒber und/oder unter die horizontalen Schenkel der Randelemente gelegt werden und die noppenförmigen Verbindungselemente der Deckplatten in die Vertiefungen der jeweils gegenĂŒberliegenden Grundplatten und Randelemente gedrĂŒckt werden.To produce a trough-shaped bottom plate formwork, first of all a corresponding number of edge elements (including the required number of ekk elements) are connected to one another laterally. The resulting frame is then filled by flush mounted side by side base plates, so that a closed base tub made of formwork elements. Subsequently, then the connection of the base plates with the edge elements by cover plates with top and / or bottom side arranged knob-shaped connecting elements and / or below the base plates of the base trough and placed over and / or under the horizontal legs of the edge elements and the knob-shaped connecting elements of Cover plates are pressed into the recesses of the respective opposite base plates and edge elements.
Bei einer derartigen, durch die erfindungsgemĂ€Ăen Schalungselemente gebildeten wannenförmigen Schalung können sich beim EingieĂen des Betons zur Bildung der Bodenplatte des entsprechenden GebĂ€udes die Randelemente seitlich nicht verschieben, da die nockenförmigen Verbindungselemente der Deckplatte formschlĂŒssig in die entsprechenden Vertiefungen der Grundplatten und der Randelemente eingreifen.In such a trough-shaped formwork formed by the formwork elements according to the invention, the edge elements can not laterally move when pouring the concrete to form the bottom plate of the corresponding building, since the cam-shaped connecting elements of the cover plate engage positively in the corresponding recesses of the base plates and the edge elements.
Um in die erfindungsgemÀà hergestellte wannenförmige Schalung möglichst ohne besondere AbdichtmaĂnahmen Beton eingieĂen zu können, hat es sich als vorteilhaft erwiesen, wenn die Abmessungen der Deckplatten derart gewĂ€hlt werden, daĂ sie den gesamten Raum zwischen den senkrechten Schenkeln der Randelemente ausfĂŒllen und somit insbesondere die Fugen benachbarter unterer Schalungselemente ĂŒberdecken.In order to be able to pour into the tub-shaped formwork produced according to the invention as possible without special sealing measures, it has proven to be advantageous if the dimensions of the cover plates are selected such that they fill the entire space between the vertical limbs of the edge elements and thus in particular cover the joints of adjacent lower formwork elements.
Ferner hat es sich als besonders zweckmĂ€Ăig erwiesen, wenn der mittlere Abstand benachbarter noppenförmiger Verbindungselemente entsprechend dem jeweils normenmĂ€Ăig vorgeschriebenen Bauraster (in Deutschland: 6,25 cm) gewĂ€hlt wird.Furthermore, it has proved to be particularly useful if the average distance between adjacent knob-shaped connecting elements is selected according to the respective standard prescribed construction grid (in Germany: 6.25 cm).
Um bereits bei der Herstellung des aus den Randelementen bestehenden Rahmens einer unerwĂŒnschten möglichen seitlichen Verschiebung der Randelemente entgegenzuwirken, hat es sich auĂerdem als vorteilhaft erwiesen, wenn die Stirnseiten der Randelemente ĂŒber entsprechende VorsprĂŒnge und Nuten formschlĂŒssig miteinander verbindbar sind, derart, daĂ sich z.B. eine SchwalbenschwanzfĂŒhrung oder eine FlachfĂŒhrung o.dgl. ergibt. Zur Verbindung benachbarter Randelemente werden diese daher vorzugsweise nicht seitlich zusammengesteckt, sondern entlang von FĂŒhrungen randseitig ineinandergeschoben.In order to counteract an undesired lateral displacement of the edge elements already during the production of the frame elements, it has also proved advantageous if the end faces of the edge elements can be positively connected to one another via corresponding projections and grooves such that e.g. a dovetail guide or a flat guide or the like. results. For the connection of adjacent edge elements they are therefore preferably not laterally plugged together, but pushed together along guides at the edges.
Weitere Einzelheiten und Vorteile der Erfindung ergeben sich aus den folgenden anhand von Figuren erlĂ€uterten AusfĂŒhrungsbeispieten. Es zeigen:
-
Fig.1 eine perspektivische Darstellung eines plattenförmig ausgebildeten, erfindungsgemĂ€Ăen Schalungselementes (Grundplatte) mit auf der Ober- und Unterseite angeordneten noppenförmigen Verbindungselementen; -
Fig.2 eine perspektivische Darstellung eines plattenförmig ausgebildeten Schalungselementes mit auf der Unterseite angeordneten noppenförmigen Verbindungselementen (Deckplatte); -
Fig.3 eine perspektivische Darstellung eines weiteren erfindungsgemĂ€Ăen Schalungselementes, bei dem es sich um ein als AuĂeneckelement ausgebildetes Randelement handelt; -
Fig.4 eine perspektivische Darstellung von Randelementen, die zu einem Rahmen verbunden werden sollen, welcher dann mit Grundplatten ausgefĂŒllt wird; -
Fig.5 eine perspektivische Ansicht von mehreren mittels Deckplatten verbundenen Schalungselementen und -
Fig.6 die perspektivische Ansicht eines als Inneneckelement ausgebildeten Randelementes.
-
Fig.1 a perspective view of a plate-shaped, formwork element according to the invention (base plate) arranged on the top and bottom knob-shaped connecting elements; -
Fig.2 a perspective view of a plate-shaped formwork element with arranged on the bottom knob-shaped connecting elements (cover plate); -
Figure 3 a perspective view of another formwork element according to the invention, which is an edge element designed as AuĂeneckelement; -
Figure 4 a perspective view of edge elements to be connected to a frame, which is then filled with base plates; -
Figure 5 a perspective view of several connected by cover plates formwork elements and -
Figure 6 the perspective view of a trained as Inneneckelement edge element.
In
In
Zur Verbindung des Eckelementes 21 mit weiteren seitlich angeordneten Randelementen 41 (vgl. auch
Damit bei den relativ rauen Praxisbedingungen die zu verbindenden Randelemente 21 schnell in eine genau definierte senkrechte Lage verschoben werden können, befinden sich an den Enden der nutenförmigen Ausnehmungen 30 AnschlÀge 26, deren FlÀchen leicht abgeschrÀgt sind, um zu verhindern, daà sich in diesen Bereichen Wasser sammeln kann.So that the
AuĂerdem sind die Eckelemente 21 und auch die sich anschlieĂenden weiteren Randelemente 41 derart ausgebildet, daĂ die WandstĂ€rke des jeweiligen Randelementes im unteren Bereich 42 des vertikalen Schenkels 29 auĂenseitig gröĂer ist als in dessen oberen Bereich 43. Durch eine derartige Ausgestaltung der Randelemente 21, 41 wird berĂŒcksichtigt, daĂ nach der Herstellung der Betonbodenplatte der WĂ€rmedurchgang im unteren Sockelbereich am gröĂten ist und durch eine entsprechende WĂ€rmedĂ€mmung in diesem Bereich berĂŒcksichtigt werden sollte.In addition, the
Anhand des in den
Dabei werden zunĂ€chst die Randelemente (einschlieĂlich der Eckelemente) 21, 41 seitlich miteinander verbunden, so daĂ sich ein Rahmen ergibt, der mit lose nebeneinander verlegten Grundplatten 1 ausgefĂŒllt wird (in
Die Erfindung ist selbstverstĂ€ndlich nicht auf die vorstehend beschriebenen AusfĂŒhrungsbeispiele beschrĂ€nkt. So können beispielsweise die Schalungselemente nicht nur plattenförmige oder L-förmige, sondern auch andere Formen aufweisen. Beispielsweise wĂ€re denkbar, sie fĂŒr den Aufbau von wĂ€rmegedĂ€mmten ZwischenwĂ€nden Doppel-L-förmig auszubilden. AuĂerdem kann es sich bei den Eckelementen auch um Inneneckelemente handeln (vgl.
Ferner mĂŒssen die noppenförmigen Verbindungselemente nicht zwingend pyramidenstumpfförmig ausgebildet sein, wenngleich sich diese Noppenform in der Praxis besonders bewĂ€hrt hat. Um ein seitliches Verschieben der ĂŒbereinander liegenden Schalungselemente mit ineinander eingreifenden noppenförmigen Verbindungselementen sicher zu vermeiden, sollte darauf geachtet werden, daĂ sich durchgehende, ĂŒber die OberflĂ€che erstreckende rillen- oder nutenförmige Vertiefungen fĂŒr die Verbindungselemente bei dem jeweiligen Schalungselement vermieden werden.Furthermore, the knob-shaped connecting elements do not necessarily have to be designed in the shape of truncated pyramids, although this studded form has proven particularly useful in practice. To a lateral displacement of the superposed formwork elements to safely avoid with intermeshing knob-shaped connecting elements, care should be taken that continuous, over the surface extending groove or groove-shaped depressions are avoided for the connecting elements in the respective shuttering element.
SchlieĂlich ist es auch möglich, die Grundplatten (d.h. Platten mit ober- und unterseitig angeordneten noppenförmigen Verbindungselementen) als Deckplatten zu verwenden. Dieses ist insbesondere dann zweckmĂ€Ăig, wenn die WandstĂ€rke der wannenförmigen Schalung bodenseitig verdoppelt werden soll. In diesem Fall kann beispielsweise unter den Randelementen 21, 41 und unter den in
- 11
- Schalungselement, GrundplatteShuttering element, base plate
- 22
- Oberseitetop
- 33
- noppenförmiges Verbindungselementknob-shaped connecting element
- 44
- Vertiefungdeepening
- 55
- Unterseitebottom
- 1111
- Schalungselement, Verbindungsplatte, DeckplatteShuttering element, connecting plate, cover plate
- 1212
- Oberseite, SeiteTop, side
- 1313
- noppenförmiges Verbindungselementknob-shaped connecting element
- 1414
- Vertiefungdeepening
- 1515
- Unterseite, SeiteBottom, side
- 2121
- Schalungselement, Randelement, EckelementShuttering element, edge element, corner element
- 2222
- Oberseitetop
- 2323
- noppenförmiges Verbindungselementknob-shaped connecting element
- 2424
- Vertiefungdeepening
- 2525
- Unterseitebottom
- 2626
- Anschlagattack
- 2727
- horizontaler Schenkelhorizontal thigh
- 2828
- erste StirnflÀchefirst end face
- 2929
- vertikaler Schenkelvertical thigh
- 3030
- nutenförmige Ausnehmunggroove-shaped recess
- 3131
- zweite StirnflÀchesecond end face
- 3232
- leistenförmiger Vorsprungstrip-shaped projection
- 4141
- Schalungselement, RandelementShuttering element, edge element
- 4242
- untere Bereichlower area
- 4343
- obere Bereichupper area
Claims (14)
- A heat-insulating shuttering element, in particular for producing the shuttering of a floor plate of a building, characterized in that the shuttering element (1; 11; 21; 41), on its top side (2; 22) and/or bottom side (15), has a multiplicity of evenly distributed, knob-shaped connecting elements (3; 13; 23) such that respectively between adjacent knob-shaped connecting elements (3; 13; 23) depressions (4; 14; 24) are formed in which, if the shuttering element (1; 11; 21; 41) is used in a prescriptively correct manner, corresponding knob-shaped connecting elements (13) of at least one shuttering element (11) configured as a connecting plate engage so as to connect adjacent shuttering elements (1; 21; 41) one to another.
- The heat-insulating shuttering element as claimed in claim 1, characterized in that the shuttering element (1; 11) is of plate-shaped configuration.
- The heat-insulating shuttering element as claimed in claim 2, characterized in that the shuttering element (11) possesses knob-shaped connecting elements (13) only on one side (15) and has a smooth surface on the respectively other side (12).
- The heat-insulating shuttering element as claimed in claim 1, characterized in that the shuttering element (21; 41) is constituted by a boundary element of substantially L-shaped cross section.
- The heat-insulating shuttering element as claimed in claim 4, characterized in that the boundary element (21) is constituted by an outer or inner corner element.
- The heat-insulating shuttering element as claimed in claim 4 or 5, characterized in that the knob-shaped connecting elements (23) are disposed both on the top side (22) and on the bottom side (25) of the horizontal member (27) of the boundary element (21; 41).
- The heat-insulating shuttering element as claimed in one of claims 4 to 6, characterized in that, at least in a part-region of the first end face (28) of the vertical member (29) of the respective boundary element (21; 41), grooved recesses (30) and, on the respectively second end face (31), bar-shaped projections (32) are disposed, so that plug connections are formed for lining up a plurality of boundary elements (21; 41).
- The heat-insulating shuttering element as claimed in claim 7, characterized in that the grooved recesses (30) and bar-shaped projections (32) have a dovetailed shape.
- The heat-insulating shuttering element as claimed in claim 8, characterized in that the grooved recesses (30), on the bottom side, possess stops (26).
- The heat-insulating shuttering element as claimed in one of claims 4 to 9, characterized in that the wall thickness of the respective boundary element (21; 41) is greater in the lower region of the vertical member (29) than in the upper region thereof.
- The heat-insulating shuttering element as claimed in one of claims 1 to 10, characterized in that the knob-shaped connecting elements (3; 13; 23) are respectively of frustopyramidal configuration.
- A method for producing the shuttering of a floor plate of a building having heat-insulating shuttering elements as claimed in one or more of claims 1 to 11, characterized
in that, through the lateral connection of boundary elements (21; 41), a frame is produced which defines the lateral contour of the floor plate to be produced;
in that the frame is then filled by plate-shaped shuttering elements (1) placed flush one beside the other, so that a trough-shaped arrangement of shuttering elements (1; 21; 41) is obtained, and
in that, finally, shuttering elements acting as connecting plates (11) are connected on the top and/or bottom side to the plate-shaped shuttering elements (1; 21) and to the respective horizontal member (27) of the boundary elements (21; 41) by the forcing of corresponding connecting elements (3; 13; 23) into the opposite-situated depressions (4; 14; 24). - The method as claimed in claim 12, characterized in that the dimensions of the connecting plate(s) (11) are chosen such that they cover the joints of the mutually adjoining lower, plane shuttering elements (1).
- The method as claimed in claim 12 or 13, characterized in that the lateral dimensions of the connecting plate(s) (11) are chosen such that they extend up to the inner surface of the vertical members (29) of the boundary elements (21; 41).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL04735009T PL1658405T3 (en) | 2003-05-30 | 2004-05-27 | Insulating shuttering element, in particular for producing a building floor plate shuttering and method for producing said shuttering |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10324883A DE10324883A1 (en) | 2003-05-30 | 2003-05-30 | Heat-insulating shuttering element, in particular for producing the formwork of a floor slab of a building and method for producing such a formwork |
PCT/EP2004/005737 WO2004106641A1 (en) | 2003-05-30 | 2004-05-27 | Insulating shuttering element, in particular for producing a building floor plate shuttering and method for producing said shuttering |
Publications (2)
Publication Number | Publication Date |
---|---|
EP1658405A1 EP1658405A1 (en) | 2006-05-24 |
EP1658405B1 true EP1658405B1 (en) | 2009-06-24 |
Family
ID=33482369
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP04735009A Expired - Lifetime EP1658405B1 (en) | 2003-05-30 | 2004-05-27 | Insulating shuttering element, in particular for producing a building floor plate shuttering and method for producing said shuttering |
Country Status (6)
Country | Link |
---|---|
EP (1) | EP1658405B1 (en) |
AT (1) | ATE434691T1 (en) |
DE (2) | DE10324883A1 (en) |
IS (1) | IS8149A (en) |
PL (1) | PL1658405T3 (en) |
WO (1) | WO2004106641A1 (en) |
Families Citing this family (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102005050500B4 (en) * | 2005-10-21 | 2018-05-09 | Audi Ag | Device and method for voltage detection on a fuel cell stack |
EP2080837B1 (en) * | 2008-01-16 | 2016-06-08 | Jackon Insulation GmbH | Lost plastic foam formwork for grounding boards for structures |
DE102008049960A1 (en) * | 2008-10-02 | 2010-04-08 | Manfred Bruer | System for boarding and damping of base plate, has multiple flat hard foam elements arranged next to each other and wall part, which is aligned such that acute angle is formed between wall part and base part |
GB2473244A (en) * | 2009-09-04 | 2011-03-09 | Keith Antony Lindo | Load-bearing insulated modular frame foundation. |
EP2312061B1 (en) | 2009-10-16 | 2014-04-23 | Penz-Freiheit, Ramona | Heat insulation layer |
AT12437U1 (en) * | 2010-10-20 | 2012-05-15 | Passiv Plus Systeme Gmbh | INSULATED CONCRETE FLOOR |
WO2013041778A1 (en) * | 2011-09-20 | 2013-03-28 | De Cherance Frederic | Lost formwork for producing a ribbed slab and method of producing a ribbed slab |
AT512495B1 (en) * | 2012-09-13 | 2013-09-15 | Passiv Plus Systeme Gmbh | Device for producing a concrete insulated floor slab |
NL2011429C2 (en) * | 2013-09-12 | 2015-03-16 | Idea B V C | FOUNDATION SYSTEM AND THERMAL INSULATING LAYER SUITABLE FOR SUCH FOUNDATION SYSTEM. |
DE202016100081U1 (en) * | 2016-01-11 | 2017-04-12 | Sven Obernolte | Shuttering element for concrete formwork |
DE102017129740A1 (en) * | 2017-12-13 | 2019-06-13 | Peri Gmbh | Formwork for the construction of a building |
HUP1900079A1 (en) * | 2019-03-14 | 2020-09-28 | Mester Qualitas Kft | Insulating permanent formwork, building structure and method producing said building structure |
WO2021043778A1 (en) | 2019-09-02 | 2021-03-11 | Glavloc Build Systems Limited | A building raft foundation system |
US11105094B2 (en) * | 2019-09-16 | 2021-08-31 | Mono Slab Ez Form Llc | Cement form with extension |
Family Cites Families (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CA2093708A1 (en) * | 1993-04-08 | 1994-10-09 | John James | Prefabricated building foundation |
SE501281C2 (en) * | 1993-06-22 | 1995-01-09 | Haakan Aaltonen | Construction procedure and means for carrying out the procedure |
DE19607896C2 (en) * | 1996-03-01 | 2001-02-22 | Bruer Manfred | Shell made of plastic foam, in particular polystyrene foam, of a lost formwork for erecting concrete walls |
DE19652141C2 (en) * | 1996-12-14 | 1999-11-18 | Bremer Gmbh | Floor plate of an air-conditioned lounge, especially a supermarket |
DE19700092A1 (en) * | 1997-01-03 | 1998-07-16 | Hermann Rudolph | Hollow shuttering for concrete |
DE19963984C2 (en) * | 1999-12-31 | 2001-11-08 | Kuefner Rita | Foundation for buildings, in particular for buildings |
AU2001267536A1 (en) * | 2000-06-15 | 2001-12-24 | Hubert Pfahl | Boarding element and flooring of a building produced therewith |
DE10103470A1 (en) * | 2000-06-15 | 2002-02-07 | Hubert Pfahl | Formwork element and base plate of a building made with it |
-
2003
- 2003-05-30 DE DE10324883A patent/DE10324883A1/en not_active Withdrawn
-
2004
- 2004-05-27 DE DE502004009663T patent/DE502004009663D1/en not_active Expired - Lifetime
- 2004-05-27 PL PL04735009T patent/PL1658405T3/en unknown
- 2004-05-27 EP EP04735009A patent/EP1658405B1/en not_active Expired - Lifetime
- 2004-05-27 WO PCT/EP2004/005737 patent/WO2004106641A1/en active Application Filing
- 2004-05-27 AT AT04735009T patent/ATE434691T1/en active
-
2005
- 2005-11-25 IS IS8149A patent/IS8149A/en unknown
Also Published As
Publication number | Publication date |
---|---|
ATE434691T1 (en) | 2009-07-15 |
PL1658405T3 (en) | 2010-01-29 |
EP1658405A1 (en) | 2006-05-24 |
WO2004106641A1 (en) | 2004-12-09 |
DE502004009663D1 (en) | 2009-08-06 |
DE10324883A1 (en) | 2005-01-05 |
IS8149A (en) | 2005-11-25 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
DE69403902T2 (en) | MOLDED CONCRETE WALLS | |
DE3038407C2 (en) | Building block for masonry and brickwork | |
EP1658405B1 (en) | Insulating shuttering element, in particular for producing a building floor plate shuttering and method for producing said shuttering | |
DE202018100177U1 (en) | Shuttering device for the production of concrete columns, in particular for the production of parts of a wall forming vertical concrete columns | |
DE3201832A1 (en) | HOLLOW BLOCK AND MODULAR SYSTEM BASED ON IT | |
DE2500256A1 (en) | Spaced double walled slab masonry - comprising concrete side holed slabs engaged by double T shaped interconnecting bars | |
DE102019110683A1 (en) | Device for sealing concrete joints | |
DE19538277C2 (en) | Corner element and method and device for producing corner elements and wall elements | |
DE9301656U1 (en) | Locking device | |
DE8717982U1 (en) | Sound-absorbing building element | |
AT394222B (en) | MOLDED STONE, PREFERRED CONCRETE | |
EP1911882A2 (en) | System for manufacturing a paving for walkable and/or drivable roof areas, ground covers or similar | |
EP0083438B1 (en) | Form element of foamed thermosetting synthetics material for the concrete shell construction method | |
DE1659120A1 (en) | Hollow formwork blocks | |
DE1041672B (en) | Construction work | |
DE2350348A1 (en) | BUILDING BLOCKS AND BUILDING PLATES | |
DE8031457U1 (en) | FILLER BODY FOR THERMAL INSULATING BUILDING CEILINGS | |
DE69020740T2 (en) | BUILDING WALL CONSTRUCTION. | |
EP3456895B1 (en) | Wall provided with concrete supports and method for the construction of such a wall | |
EP0166719A2 (en) | Structural joint | |
DE102017114619A1 (en) | Prefabricated wall element | |
AT13633U1 (en) | Method for producing a concrete insulated floor slab and apparatus for carrying out the method | |
DE102018102430A1 (en) | An element | |
DE1229270B (en) | Reinforced concrete rib ceiling | |
DE3151935C2 (en) | Concrete shuttering block |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
17P | Request for examination filed |
Effective date: 20051229 |
|
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 IT LI LU MC NL PL PT RO SE SI SK TR |
|
DAX | Request for extension of the european patent (deleted) | ||
GRAP | Despatch of communication of intention to grant a patent |
Free format text: ORIGINAL CODE: EPIDOSNIGR1 |
|
GRAC | Information related to communication of intention to grant a patent modified |
Free format text: ORIGINAL CODE: EPIDOSCIGR1 |
|
GRAS | Grant fee paid |
Free format text: ORIGINAL CODE: EPIDOSNIGR3 |
|
GRAA | (expected) grant |
Free format text: ORIGINAL CODE: 0009210 |
|
AK | Designated contracting states |
Kind code of ref document: B1 Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IT LI LU MC NL PL PT RO SE SI SK TR |
|
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 |
|
REF | Corresponds to: |
Ref document number: 502004009663 Country of ref document: DE Date of ref document: 20090806 Kind code of ref document: P |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: NV Representative=s name: ISLER & PEDRAZZINI AG |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: FI Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20090624 |
|
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: 20090924 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: 20090624 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: EE Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20090624 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: 20091005 |
|
REG | Reference to a national code |
Ref country code: PL Ref legal event code: T3 |
|
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: 20091024 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: 20090924 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: DK Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20090624 |
|
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: 20100325 |
|
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: 20090925 |
|
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: 20100531 |
|
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: 20090624 |
|
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: 20090624 |
|
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: 20091225 |
|
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: 20090624 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: SK Payment date: 20130524 Year of fee payment: 10 Ref country code: CZ Payment date: 20130521 Year of fee payment: 10 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: PL Payment date: 20130424 Year of fee payment: 10 Ref country code: NL Payment date: 20130521 Year of fee payment: 10 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: RO Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT Effective date: 20090624 |
|
REG | Reference to a national code |
Ref country code: NL Ref legal event code: V1 Effective date: 20141201 |
|
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 NON-PAYMENT OF DUE FEES Effective date: 20140527 Ref country code: CZ Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20140527 |
|
REG | Reference to a national code |
Ref country code: SK Ref legal event code: MM4A Ref document number: E 6037 Country of ref document: SK Effective date: 20140527 |
|
PG25 | Lapsed in a contracting state [announced via postgrant information from national office to epo] |
Ref country code: NL Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20141201 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: PLFP Year of fee payment: 12 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: LU Payment date: 20150528 Year of fee payment: 12 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: CH Payment date: 20150521 Year of fee payment: 12 |
|
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 NON-PAYMENT OF DUE FEES Effective date: 20140527 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: AT Payment date: 20150521 Year of fee payment: 12 Ref country code: FR Payment date: 20150521 Year of fee payment: 12 Ref country code: BE Payment date: 20150520 Year of fee payment: 12 |
|
REG | Reference to a national code |
Ref country code: PL Ref legal event code: LAPE |
|
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: 20160531 |
|
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: 20160527 |
|
REG | Reference to a national code |
Ref country code: CH Ref legal event code: PL |
|
REG | Reference to a national code |
Ref country code: AT Ref legal event code: MM01 Ref document number: 434691 Country of ref document: AT Kind code of ref document: T Effective date: 20160527 |
|
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: 20160531 Ref country code: LI Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES Effective date: 20160531 |
|
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: 20160527 |
|
REG | Reference to a national code |
Ref country code: FR Ref legal event code: ST Effective date: 20170131 |
|
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: 20160531 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: IE Payment date: 20230522 Year of fee payment: 20 Ref country code: DE Payment date: 20230523 Year of fee payment: 20 |
|
PGFP | Annual fee paid to national office [announced via postgrant information from national office to epo] |
Ref country code: GB Payment date: 20230523 Year of fee payment: 20 |
|
REG | Reference to a national code |
Ref country code: DE Ref legal event code: R071 Ref document number: 502004009663 Country of ref document: DE |
|
REG | Reference to a national code |
Ref country code: GB Ref legal event code: PE20 Expiry date: 20240526 |
|
REG | Reference to a national code |
Ref country code: IE Ref legal event code: MK9A |
|
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 EXPIRATION OF PROTECTION Effective date: 20240527 |
|
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 EXPIRATION OF PROTECTION Effective date: 20240526 |
|
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 EXPIRATION OF PROTECTION Effective date: 20240527 Ref country code: GB Free format text: LAPSE BECAUSE OF EXPIRATION OF PROTECTION Effective date: 20240526 |