[go: up one dir, main page]

EP1592852B1 - Corps de coffrage perdu - Google Patents

Corps de coffrage perdu Download PDF

Info

Publication number
EP1592852B1
EP1592852B1 EP04707158A EP04707158A EP1592852B1 EP 1592852 B1 EP1592852 B1 EP 1592852B1 EP 04707158 A EP04707158 A EP 04707158A EP 04707158 A EP04707158 A EP 04707158A EP 1592852 B1 EP1592852 B1 EP 1592852B1
Authority
EP
European Patent Office
Prior art keywords
casing body
body according
spacers
wall surfaces
wall surface
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
Application number
EP04707158A
Other languages
German (de)
English (en)
Other versions
EP1592852A1 (fr
Inventor
Augustin Heuberger
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.)
Knauf Insulation GmbH Austria
Original Assignee
Heraklith AG
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
Priority claimed from DE2003126364 external-priority patent/DE10326364A1/de
Application filed by Heraklith AG filed Critical Heraklith AG
Priority to SI200430403T priority Critical patent/SI1592852T1/sl
Publication of EP1592852A1 publication Critical patent/EP1592852A1/fr
Application granted granted Critical
Publication of EP1592852B1 publication Critical patent/EP1592852B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8652—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties located in the joints of the forms

Definitions

  • the invention relates to a lost formwork body.
  • a generic formwork body is from the document DE-A-2343913 known.
  • prefabricated components In structural construction, walls made of bricks or stones are increasingly being replaced by prefabricated components. These prefabricated components can also be made of bricks. However, predominantly concrete prefabricated parts or prefabricated wood parts are used.
  • prefabricated components have several disadvantages: they are mainly finished in the factory and must be brought to the construction site with a correspondingly high transport cost. Due to the sometimes high weight, especially for precast concrete parts, the element sizes are limited. A structural adaptation on site (at the construction site) is practically no longer possible. Neighboring elements must be complex connected. Numerous prefabricated parts represent only semi-finished products. For example, heat insulation is often missing. Sanitary and electrical installations require further processing of the parts at the construction site.
  • the invention has for its object to simplify the creation of walls, in particular load-bearing walls in structural construction.
  • the invention is based on the following basic idea: Instead of a precast concrete part, only a lost formwork body is produced at the factory.
  • the formwork body is light in relation to the finished part. It can be easily edited. It can be prepared according to individual circumstances. Due to its low weight, it can be conveniently and inexpensively transported to the construction site. Also improved is the opportunity at the site to build the appropriate wall element.
  • the formwork body is placed, possibly supported and filled, for example, poured with concrete.
  • room dividers, etc. can also be a backfilling with a loose bulk material such as expanded perlite or with insulating materials such as mineral fiber products done. Combinations are possible. together subsequent, adjacent elements can be positively connected to one another via a monolithic filling, such as a concrete core.
  • slots, windows or door cutouts can easily and quickly be supplemented or corrected at the construction site.
  • Each wall surface is formed from a plurality of plates, which are glued together in the region of their corresponding side edges (impact area). This principle makes it possible to produce wall surfaces of almost unlimited size.
  • the wall surfaces themselves are fixed to each other by spacers.
  • the spacers ensure that a constant distance exists between the wall surfaces and both wall surfaces are stabilized against each other.
  • the spacers run at least into the joint area of adjacent plates.
  • the spacers can also be glued in the joint area on the corresponding end faces of the plates. It is also possible to mechanically fix plates and spacers with each other, for example via screws, split pins, pins, claws or the like.
  • the spacers can, for example, as a connecting leg between two parallel plates, part U- or H-shaped profile parts.
  • the elements are placed side by side to a desired wall, connected to each other (for example glued) and then filled the formed between two plates and two spacers cavities.
  • the spacers can be supported on the inside and outside of each wall surface.
  • supporting elements may be provided which extend substantially parallel to the wall surfaces and thus perpendicular to the spacer.
  • the spacers are designed as flat bodies with two main surfaces.
  • the spacers may have the form of sheets, strips, bands or the like. In order to keep the distance between adjacent plates, so the butt joint, narrow, the spacers should be small, for example, only 1 to 5 mm. There may be a plurality of such spacers at a distance from each other be arranged over the height of a wall to be created. Likewise, opposing plates of the wall surfaces can also be fixed against each other with only one or two spacers. This includes embodiments in which only one spacer extends over more or less the entire plate height (plate length).
  • the spacers may have a thickness of up to 1 cm, a length of between 5 and 350 cm and a width, which in any case is greater than the distance between adjacent inner sides of the wall surfaces.
  • the spacers may have slots or recesses.
  • the slots may be U-shaped, so that corresponding tabs can be turned, which then abut against at least one inside or outside of at least one wall surface to the support.
  • the said slots or recesses can also be used to accommodate clamping wedges, which rest against at least one inside or outside of at least one wall surface. This also serves the mutual alignment and fixation of the wall surfaces in a defined distance.
  • the said spacers may have at least partially a toothing on the circumference.
  • the gearing can form an additional anchoring to the panels of the wall surfaces.
  • the toothing can also form a kind of reinforcement for the concrete, which is later filled between the wall surfaces.
  • the plates may be, for example, wood wool lightweight panels. Such panels have long been state of the art, but for other applications. Wood wool lightweight panels are known by the trade name "Heraklith". They consist of wood wool fibers, which are connected to one another via an inorganic binder, for example based on MgO. Other types of plates are possible.
  • connection of the plates to one another can likewise be effected via an inorganic binder, as well as via an organic adhesive, for example a polyurethane adhesive.
  • an insulating layer can be applied on the outside. This applies in particular to the creation of house exterior walls.
  • the insulating layer may consist of mineral fiber elements, such as insulation boards or insulation mats.
  • the insulating layer can be glued to the appropriate wall surface.
  • One embodiment provides that the spacers of the shuttering body project beyond the outside of the wall surface on which the insulation layer is to be applied.
  • the insulating layer can then be attached to the spacers.
  • another embodiment provides for the use of sleeves which rest with one end on the outside of the insulating layer (in the manner of a plate) and are fastened with the other end on the spacers. Also in this case, the already mentioned teeth of the spacers can facilitate the fixation of the sleeves.
  • wood wool panels used to create the wall surfaces for example in a thickness between 1 and 8 cm, so these panels have a relatively low bending tensile strength. To compensate for this, for example, more spacers can be used or the distance between the spacers can be reduced.
  • the spacers can for example consist of metal, for example be designed as metal sheets. Likewise, plastic bodies can also be used.
  • Such elements may extend between the insides of opposite panels of the panels. But they can also be fixed in the joint area adjacent plates, for example, be glued.
  • Such Gewebearmismeen may have a width which is greater than the inner spacing of the wall surfaces and less than or equal to the outer distance of the wall surfaces. They can also be wider and additionally fastened (eg glued) to the outside of the wall surface.
  • the stretching behavior should be limited to 2%.
  • the height is arbitrary> 0 and ⁇ height of the shuttering body.
  • An embodiment of the invention proposes to use elements which have a high tensile strength, for example glass fiber fabric or glass fiber knitted fabric. Due to their structure, such elements can already have apertures which are useful in order to be able to produce a monolithic body during the subsequent filling of the formwork body.
  • the wall surfaces can be connected to each other on up to three sides by further plates.
  • the formwork body for example, on the underside and in the area of his vertical end faces are clad with appropriate plate strips. Depending on whether these faces connect to walls or not, they can be closed or formed with openings. In the latter case, the openings again serve to allow a connection to adjacent wall elements when filling a concrete.
  • the wall surfaces will have an identical length and width in order to be able to build up an overall cuboid body as a whole.
  • one wall surface wider and / or higher than the other wall surface form in particular, in the upper end region of the formwork body, a type of step can be formed, which serves to support a subsequent ceiling or a ceiling body.
  • the formwork body is not subject to geometric limits.
  • the width is between 0.1 and 0.6 m (alternatively: 0.2 to 0.6 m).
  • the height can be between 0.1 and 3.5 m (alternatively: between 2.5 and 3.5 m).
  • a typical length will be between 0.8 and 12 meters, for example between 2 and 12 meters.
  • Walls with windows or doors can either be composed of individual elements. alternative it is possible to form a wall element with corresponding recesses, wherein the recesses are then closed circumferentially by connecting plates.
  • a formwork body has further advantages: for example, at the construction site in the space between the wall surfaces already installation lines (such as cable ducts, pipes, etc.) can be laid as stubs. It is advisable to use the spacers as a support body for such channels. For this purpose, the spacers may have corresponding recesses. The spacers are then preferably arranged so that empty conduits, which are passed through a plurality of spacers, immediately have the desired orientation.
  • the space between the wall surfaces is filled with concrete. Then the interior work can begin.
  • the interior walls can be plastered or otherwise covered. As far as the spacers project beyond the outer sides of the wall surfaces, they can either be cut off or used, for example, as reinforcements for a plaster to be applied.
  • the different formwork bodies which can be seen in FIG. 2 are constructed, for example, as shown in FIG. 1:
  • Each lost shuttering body has two, parallel spaced wall surfaces 10, 12. Both wall surfaces 10, 12 are designed identically, so that only the construction of the wall surface 12 will be described below.
  • the wall surface 12 consists of a plurality of adjacently adjoining adjacent plates 14, wherein in Figure 1, only one plate 14 can be seen with its front and upper end, wherein the front end face forms a joint area 16, to which a further plate 14 for forming the wall surface 12 connects.
  • This joint area is penetrated by a spacer 20, which extends perpendicular to the wall surfaces 10, 12 and the wall surfaces 10, 12 projects beyond both sides.
  • the spacer 20 is glued to the corresponding plates 14.
  • the spacer 20 thus defines the inner spacing A of the wall surfaces 10, 12th
  • a plurality of spacers are arranged at a distance from one another and one above the other, with a spacer in turn being explained in more detail below, because all the spacers are of identical construction.
  • the spacer 20 in Figure 1a has a recess 22, from which in the opposite direction two tabs 24, 26 are formed which extend at right angles to the spacer 20 and thus parallel to the wall surfaces 10, 12.
  • the tabs 24, 26 are flat against the inner sides 10i, 12i of the wall surfaces 10, 12 and stabilize the formwork body.
  • the over the wall surface 12 projecting portion 28 of the spacer is also bent by 90 ° and abuts against an outer side 12 a of the wall surface 12, so that the wall surface 12 is held flush between the tabs 26, 28 of the spacer 20.
  • an insulating layer 30 is applied on an outer surface 10 a of the wall surface 10.
  • the insulating layer 30 consists of mineral fiber plates, which are plugged onto corresponding end portions 32 of the spacer 20.
  • caps 34 can be seen, which have a sleeve-like part 36 which is attached to the portion 32 (with external teeth 32v) of the spacer 20 and the outside of a plate-like part 38 is limited, which rests on the surface of the mineral fiber layer 30 .
  • An insulating layer heat and / or sound insulation layer
  • the wall surfaces 10, 12 each consist of two, arranged on one another and with one another bonded plates, namely the already mentioned plates 14 and a respective outer further plate 15th
  • a rail 40 On the underside of the formwork body is bounded by a rail 40.
  • a corresponding rail 42 can also be placed on top.
  • the rail serves to align the formwork body on a base (for example a raw ceiling).
  • a stopper strip e.g. from the material of the wall surfaces 10, 12 are fixed on the raw ceiling (indicated in Figure 1a with 41), which has a width which corresponds to the inner spacing of the wall surfaces 10,12 (ie the filling space between the Wandfownen 10,12).
  • FIG. 1a two spacers 20 are shown symbolically. Between these two spacers, a glass fiber strip 60 is arranged, which, like the spacers 20, is adhesively bonded in the joint area 16 to the corresponding end faces of the plates 14.
  • the glass fiber strip 60 serves to increase the bending tensile strength of the plates 14 when a concrete is poured into the cavity between the wall surfaces 10, 12.
  • a plurality of such strips 60 are arranged in the abutting area of adjacent plates 14.
  • the glass fiber fabric 60 is glued or glued over almost the entire height of the formwork body on the front abutment surfaces 60 and thus between adjacent plates 14.
  • Figure 2 shows different configurations of such a formwork body, for example in the form of a column, designed to create a fall, as a cornerstone, solid wall or parapet.
  • the outer vertical end faces of the wall surfaces 10, 12 are covered by additional plates 44 which are glued on, and have openings 46.
  • the individual formwork bodies After the individual formwork bodies have been set up in the desired assignment, they are filled with concrete from above.
  • the concrete can run through the openings 46 in adjacent formwork body, so that a total of a monolithic concrete core is formed.
  • FIG. 3 shows a further embodiment of a formwork element.
  • a single spacer 20 is provided, the width of which corresponds exactly to the distance of the outer sides 10a, 12a of the wall surfaces 10, 12, so that no parts of the spacer 20 protrude beyond the outer surfaces 10a, 12a.
  • the spacer 20 also has a plurality of recesses 22, which serve here to accommodate empty conduits (symbolized by a dot-dash line 50). Such empty lines are inserted before filling the cavity between the wall surfaces 10, 12 and can later be equipped with electric cables, speaker cables or the like.
  • additional supports 52 are provided in the embodiment of Figure 3, which are designed in the manner of strips and the inner sides 10i, 12i of the wall surfaces 10, 12 connect.
  • the strips 52 are glued to the inner walls 10i, 12i.
  • These strips 52 also have openings 54, so that filled concrete can flow through the openings 54.
  • each profile consists of two parallel plates 14 (U-legs), which are connected via a spacer 20 (connecting leg). Free end surfaces 16 of the plates 14 are glued to one side of the adjacent spacer 20.
  • the desired overall width B of the wall can be achieved at the construction site by cutting a U-profile, as indicated in Figure 4 by the scissors icon. Instead of the U-profiles and H-profiles could be used.
  • the spacer would then be approximately in the middle and the profile would be open on both sides.
  • Adjacent H-profiles would be connected by gluing or mechanical elements in the area of the vertical end surfaces of the plates.
  • the plate thickness (in the example according to FIG. 4 also of the spacer) can be 10 to 50 mm, for example 20 to 30 mm, for a gross density of the wood wool lightweight components of 400 to 900 kg / m 3 , for example 500 to 800 kg / m 3 .
  • the parts can be pre-assembled in any size and shape.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Fencing (AREA)
  • Liquid Crystal (AREA)
  • Closed-Circuit Television Systems (AREA)
  • Memory System Of A Hierarchy Structure (AREA)

Claims (20)

  1. Élément de coffrage perdu comprenant :
    a) deux surfaces murales s'étendant parallèlement à distance l'une de l'autre (10, 12) ;
    b) où chaque surface murale (10, 12) est constituée de plusieurs plaques adjacentes (14) se raccordant l'une à l'autre en alignement par le biais d'une zone de jointure (16) ;
    c) où les plaques adjacentes (14) d'une surface murale (10, 12) sont collées l'une à l'autre ;
    caractérisé par les caractéristiques suivantes :
    d) les surfaces murales (10, 12) sont assemblées par le biais d'écarteurs (20) ;
    e) les écarteurs (20) sont des éléments plans ayant deux surfaces principales ;
    f) les écarteurs s'étendent au moins jusqu'à la zone de jointure de plaques adjacentes (14) de deux surfaces murales (10, 12) ; et
    g) ils sont collés dans la zone de jointure (16) avec les plaques (14) correspondantes des surfaces murales (10, 12).
  2. Élément de coffrage selon la revendication 1, dans lequel les écarteurs (20) prennent appui sur le côté intérieur et extérieur sur chaque surface murale (10, 12).
  3. Élément de coffrage selon la revendication 1, dans lequel les écarteurs (20) présentent une épaisseur allant jusqu'à 1 cm, une longueur comprise entre 5 et 350 cm et une largeur qui est supérieure à la distance entre, des côtés intérieurs adjacents (10i, 12i) des surfaces murales (10, 12) .
  4. Élément de coffrage selon la revendication 1, dans lequel les écarteurs (20) présentent des fentes ou des évidements (22).
  5. Élément de coffrage selon la revendication 1, dans lequel les écarteurs présentent des fentes ou des évidements (22), formés le long des sections plates (24, 26), qui reposent contre au moins un côté intérieur ou extérieur (10i, 12i) d'au moins une surface murale (10, 12).
  6. Élément de coffrage selon la revendication 1, dans lequel les écarteurs (20) présentent au moins partiellement une denture (32v) sur leur côté périphérique.
  7. Élément de coffrage selon la revendication 1, dans lequel les plaques (14) sont des panneaux légers en laine de bois.
  8. Élément de coffrage selon la revendication 1, dans lequel une couche d'isolation (30) est appliquée au moins sur une surface murale (10, 12) sur le côté extérieur.
  9. Élément de coffrage selon la revendication 1, dans lequel la couche d'isolation (30) est constituée d'un élément de fibres minérales.
  10. Élément de coffrage selon la revendication 1, dans lequel la couche d'isolation (30) est collée sur la surface murale (10).
  11. Élément de coffrage selon la revendication 1, dans lequel les écarteurs (20) présentent dans la zone comprise entre les surfaces murales (10, 12) des évidements (22) qui sont agencés de telle sorte que les évidements (22) d'écarteurs (20) adjacents horizontalement sont alignés.
  12. Élément de coffrage selon la revendication 1, dans lequel les surfaces murales (10, 12) sont raccordées de façon supplémentaire au moyen d'autres éléments (52, 60).
  13. Élément de coffrage selon la revendication 12, dans lequel les éléments (52) sont fixés sur les côtés intérieurs (10i, 12i) des surfaces murales (10, 12).
  14. Élément de coffrage selon la revendication 12, dans lequel les éléments (60) sont fixés dans la zone de jointure (16) de plaques (14) adjacentes.
  15. Élément de coffrage selon la revendication 12, dans lequel les éléments (60) sont constitués d'un matériau qui présente une haute résistance à la traction.
  16. Élément de coffrage selon la revendication 1, dans lequel les surfaces murales (10, 12) sont raccordées l'une à l'autre sur jusqu'à trois côtés au moyen de plaques (44) supplémentaires.
  17. Élément de coffrage selon la revendication 1, dans lequel les plaques (44) supplémentaires présentent des ouvertures (46).
  18. Élément de coffrage selon la revendication 1, dans lequel une surface murale (10, 12) est plus large et/ou plus haute que l'autre surface murale (10, 12).
  19. Élément de coffrage selon la revendication 1, ayant une largeur comprise entre 0,1 et 0,6 m, une hauteur comprise entre 0,1 et 3,5 m et une longueur comprise entre 0,8 et 12 m.
  20. Élément de coffrage selon la revendication 1, ayant une largeur comprise entre 0,2 et 0,6 m, une hauteur comprise entre 2,5 et 3,5 m et une longueur comprise entre 2 et 12 m.
EP04707158A 2003-02-15 2004-01-31 Corps de coffrage perdu Expired - Lifetime EP1592852B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SI200430403T SI1592852T1 (sl) 2003-02-15 2004-01-31 Izgubljeno opaĹľno telo

Applications Claiming Priority (5)

Application Number Priority Date Filing Date Title
DE10306433 2003-02-15
DE10306433 2003-02-15
DE10326364 2003-06-12
DE2003126364 DE10326364A1 (de) 2003-06-12 2003-06-12 Verlorener Schalungskörper
PCT/EP2004/000860 WO2004072398A1 (fr) 2003-02-15 2004-01-31 Corps de coffrage perdu

Publications (2)

Publication Number Publication Date
EP1592852A1 EP1592852A1 (fr) 2005-11-09
EP1592852B1 true EP1592852B1 (fr) 2007-06-27

Family

ID=32870343

Family Applications (1)

Application Number Title Priority Date Filing Date
EP04707158A Expired - Lifetime EP1592852B1 (fr) 2003-02-15 2004-01-31 Corps de coffrage perdu

Country Status (5)

Country Link
EP (1) EP1592852B1 (fr)
AT (1) ATE365840T1 (fr)
DE (1) DE502004004184D1 (fr)
RU (1) RU2327015C2 (fr)
WO (1) WO2004072398A1 (fr)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ITTO20080430A1 (it) * 2008-06-05 2009-12-06 Nuova Ceval S R L Metodo di costruzione modulare prefabbricato per la realizzazione di muri e contropareti, in particolare in conglomerato cementizio semplice o armato
RU2395656C1 (ru) * 2008-12-12 2010-07-27 Виталий Викторович Сеченов Несъемная опалубка
EP2567033A4 (fr) * 2010-05-06 2013-12-18 Unitised Building Ltd Structures pour le bâtiment
RU2694088C1 (ru) * 2018-02-13 2019-07-09 Константин Викторович Сериков Унифицированная стеновая панель
RU183398U1 (ru) * 2018-05-14 2018-09-21 Валерий Павлович Левицкий Безкаркасная панель
RU201825U1 (ru) * 2020-04-14 2021-01-14 Общество с ограниченной ответствен-ностью "РОК СОЛИД" Крепежная направляющая пластина для монтажа
WO2022236390A1 (fr) * 2021-05-14 2022-11-17 Filho Joao Batista Correa Blocs modulaires en panneaux de béton ou de plâtre

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2343913A1 (de) * 1973-08-31 1975-03-13 Pft Putz & Foerdertech Stranggepresstes kunststoffprofil als hilfsmittel fuer die verlegung von platten, insbesondere gipskartonplatten und holzfaserplatten

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1453557A (en) * 1922-06-29 1923-05-01 William F Wagner Masonry structure
DE1174473B (de) * 1958-08-22 1964-07-23 Gerhard Guenther Dittrich Schalungsanker fuer die Mantelbetonbauweise aus Draht mit Abstandhaltern und Verfahren zum Errichten einer Mantelbetonwand od. dgl. unter Verwendung des Ankers
GB1087469A (en) * 1964-08-17 1967-10-18 Building Res Holding Ltd Building units
DE2500256A1 (de) * 1975-01-04 1976-07-08 Franz Koch Mauerwerk und verfahren zu seiner herstellung
DE3405736A1 (de) * 1984-02-17 1985-08-22 Ipa-Isorast International S.A., Panama Schalungselement fuer die mantelbetonbauweise sowie waermedaemmplatte
US20010029717A1 (en) * 1997-02-04 2001-10-18 Spakousky John G. Composite building block with modular connective structure
DE19758238A1 (de) * 1997-12-30 1999-07-29 Giulio Albanese Schalungssystem

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2343913A1 (de) * 1973-08-31 1975-03-13 Pft Putz & Foerdertech Stranggepresstes kunststoffprofil als hilfsmittel fuer die verlegung von platten, insbesondere gipskartonplatten und holzfaserplatten

Also Published As

Publication number Publication date
RU2005128616A (ru) 2007-03-20
RU2327015C2 (ru) 2008-06-20
DE502004004184D1 (de) 2007-08-09
EP1592852A1 (fr) 2005-11-09
WO2004072398A1 (fr) 2004-08-26
ATE365840T1 (de) 2007-07-15

Similar Documents

Publication Publication Date Title
EP0560013B1 (fr) Panneau en bois
EP2653625A1 (fr) Composant à isolation thermique
EP1789640A1 (fr) Module structurel
DE102007005351A1 (de) Bauelement
EP1592852B1 (fr) Corps de coffrage perdu
EP1525358B1 (fr) Couche isolante en fibres minerales et paroi de batiment
EP0641905B1 (fr) Panneau de coffrage lié au ciment, comportant une ligne de pliage
DE3432940A1 (de) Vorgefertigtes mauerwerk
DE9207654U1 (de) Holzbautafel
EP3808915A1 (fr) Élément préfabriqué de paroi de bâtiment
DE9302447U1 (de) Holzbautafel
EP0882849A2 (fr) Elément de construction pour parois
EP1842984B1 (fr) Plaque de coffrage profilée de bordure de dalle en béton
DE3529619A1 (de) Betonplatte mit waermedaemmung fuer den hoch- und tiefbau und verfahren zu ihrer herstellung
EP0542116B1 (fr) Elément de coffrage perdu
DE10326364A1 (de) Verlorener Schalungskörper
EP1959069B1 (fr) Corps d'isolation sans joint pour une paroi d'extrémité calorifugée et paroi d'extrémité tout comme son procédé de fabrication
DE102017114619B4 (de) System aus zumindest zwei Transporthaken und einem vorgefertigten Wandelement und Verfahren zur Herstellung eines vorgefertigten Wandelements
DE1911445A1 (de) Vorgefertigtes Bauelement fuer Betondecken und Betonwaende
DE2356483C3 (de) Vorgefertigtes schall- und wärmedämmendes Bauelement
EP0580096A1 (fr) Elément d'isolation acoustique
DE3346957A1 (de) Rolladenkasten
DE202017007193U1 (de) Vorgefertigtes Wandelement
DE2351786A1 (de) Bauwerk und verfahren zu dessen herstellung
DE29805140U1 (de) Verband aus aufeinanderliegenden Bauelementen, insbesondere aus Kalksandstein-Planelementen

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: 20050622

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 PT RO SE SI SK TR

AX Request for extension of the european patent

Extension state: AL LT LV MK

DAX Request for extension of the european patent (deleted)
17Q First examination report despatched

Effective date: 20060427

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

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 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: 502004004184

Country of ref document: DE

Date of ref document: 20070809

Kind code of ref document: P

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: GACHNANG AG PATENTANWAELTE

REG Reference to a national code

Ref country code: RO

Ref legal event code: EPE

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: 20070927

ET Fr: translation filed
NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
REG Reference to a national code

Ref country code: CH

Ref legal event code: PFA

Owner name: HEUBERGER, AUGUSTIN

Free format text: HERAKLITH AG#INDUSTRIESTRASSE 18#9586 FUERNITZ (AT) $ HEUBERGER, AUGUSTIN#7, ALTER MARKT#5020 SALZBURG (AT) -TRANSFER TO- HEUBERGER, AUGUSTIN#7, ALTER MARKT#5020 SALZBURG (AT) $ HERAKLITH GMBH#INDUSTRIESTRASSE 18#9586 FUERNITZ (AT)

GBV Gb: ep patent (uk) treated as always having been void in accordance with gb section 77(7)/1977 [no translation filed]

Effective date: 20070627

REG Reference to a national code

Ref country code: IE

Ref legal event code: FD4D

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

Ref country code: 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: 20071127

Ref country code: IE

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

Effective date: 20070627

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: 20070927

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: 20071008

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: 20070627

REG Reference to a national code

Ref country code: FR

Ref legal event code: CJ

Ref country code: FR

Ref legal event code: CD

REG Reference to a national code

Ref country code: SI

Ref legal event code: SP73

Owner name: HERAKLITH GMBH; AT

Effective date: 20071212

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: 20070627

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: 20070627

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: 20070928

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

REG Reference to a national code

Ref country code: CH

Ref legal event code: PFA

Owner name: HEUBERGER, AUGUSTIN

Free format text: HEUBERGER, AUGUSTIN#7, ALTER MARKT#5020 SALZBURG (AT) $ HERAKLITH GMBH#INDUSTRIESTRASSE 18#9586 FUERNITZ (AT) -TRANSFER TO- HEUBERGER, AUGUSTIN#7, ALTER MARKT#5020 SALZBURG (AT) $ KNAUF INSULATION GMBH#INDUSTRIESTRASSE 18#9586 FUERNITZ (AT)

REG Reference to a national code

Ref country code: HU

Ref legal event code: AG4A

Ref document number: E002716

Country of ref document: HU

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

Effective date: 20070627

26N No opposition filed

Effective date: 20080328

REG Reference to a national code

Ref country code: HU

Ref legal event code: HC9C

Owner name: KNAUF INSULATION GMBH, AT

Free format text: FORMER OWNER(S): HERAKLITH AG., AT; HERAKLITH GMBH, AT

Ref country code: HU

Ref legal event code: HC9C

Owner name: HEUBERGER, AUGUSTIN, AT

Free format text: FORMER OWNER(S): HERAKLITH AG., AT; HERAKLITH GMBH, AT

BERE Be: lapsed

Owner name: HERAKLITH AG

Effective date: 20080131

Owner name: HEUBERGER, AUGUSTIN

Effective date: 20080131

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: 20080131

REG Reference to a national code

Ref country code: SI

Ref legal event code: SP73

Owner name: KNAUF INSULATION GMBH; AT

Effective date: 20080528

REG Reference to a national code

Ref country code: FR

Ref legal event code: CD

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: 20070627

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: 20070627

Ref country code: BE

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

Effective date: 20080131

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

Ref country code: HU

Payment date: 20090203

Year of fee payment: 6

REG Reference to a national code

Ref country code: CH

Ref legal event code: PUEA

Owner name: HEUBERGER, AUGUSTIN

Free format text: HEUBERGER, AUGUSTIN#7, ALTER MARKT#5020 SALZBURG (AT) $ KNAUF INSULATION GMBH#INDUSTRIESTRASSE 18#9586 FUERNITZ (AT) -TRANSFER TO- HEUBERGER, AUGUSTIN#7, ALTER MARKT#5020 SALZBURG (AT)

Ref country code: CH

Ref legal event code: NV

Representative=s name: HANS RUDOLF GACHNANG PATENTANWALT

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

Ref country code: CZ

Payment date: 20090120

Year of fee payment: 6

Ref country code: DE

Payment date: 20090124

Year of fee payment: 6

Ref country code: RO

Payment date: 20090127

Year of fee payment: 6

Ref country code: SI

Payment date: 20090121

Year of fee payment: 6

Ref country code: SK

Payment date: 20090126

Year of fee payment: 6

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

Ref country code: CH

Payment date: 20090126

Year of fee payment: 6

REG Reference to a national code

Ref country code: HU

Ref legal event code: GB9C

Owner name: HEUBERGER, AUGUSTIN, AT

Free format text: FORMER OWNER(S): HERAKLITH AG., AT; HERAKLITH GMBH, AT; KNAUF INSULATION GMBH, AT; HEUBERGER, AUGUSTIN, AT

Ref country code: HU

Ref legal event code: FH1C

Free format text: FORMER REPRESENTATIVE(S): MESZAROS KATALIN, BUDAPATENT SZABADALMI ES VEDJEGY IRODA KFT., HU

Representative=s name: BUDAPATENT SZABADALMI ES VEDJEGY IRODA KFT., HU

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: 20070627

REG Reference to a national code

Ref country code: SI

Ref legal event code: SP73

Owner name: HEUBERGER AUGUSTIN; AT

Effective date: 20090618

REG Reference to a national code

Ref country code: FR

Ref legal event code: TP

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

Ref country code: FR

Payment date: 20090120

Year of fee payment: 6

REG Reference to a national code

Ref country code: SK

Ref legal event code: PC4A

Ref document number: E 2387

Country of ref document: SK

Owner name: HEUBERGER AUGUSTIN, DIPL. - ING., SALZBURG, AT

Free format text: FORMER OWNER: HEUBERGER AUGUSTIN, SALZBURG, AT; KNAUF INSULATION GMBH, FUERNITZ, AT

Effective date: 20090422

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: 20080131

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: 20070627

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: SK

Ref legal event code: MM4A

Ref document number: E 2387

Country of ref document: SK

Effective date: 20100131

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20100930

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: 20100131

Ref country code: CH

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

Effective date: 20100131

Ref country code: FR

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

Effective date: 20100201

Ref country code: HU

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

Effective date: 20100201

REG Reference to a national code

Ref country code: SI

Ref legal event code: KO00

Effective date: 20100902

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: 20100803

Ref country code: SK

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

Effective date: 20100131

Ref country code: SI

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

Effective date: 20100201

Ref country code: CZ

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

Effective date: 20100131

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

Ref country code: AT

Payment date: 20110131

Year of fee payment: 8

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 NON-PAYMENT OF DUE FEES

Effective date: 20100131

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 NON-PAYMENT OF DUE FEES

Effective date: 20100131

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 365840

Country of ref document: AT

Kind code of ref document: T

Effective date: 20120131

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: 20120131