EP0039384A2 - Permanent shuttering for ring beams, floor edges and/or lintels - Google Patents

Permanent shuttering for ring beams, floor edges and/or lintels Download PDF

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Publication number
EP0039384A2
EP0039384A2 EP81100779A EP81100779A EP0039384A2 EP 0039384 A2 EP0039384 A2 EP 0039384A2 EP 81100779 A EP81100779 A EP 81100779A EP 81100779 A EP81100779 A EP 81100779A EP 0039384 A2 EP0039384 A2 EP 0039384A2
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EP
European Patent Office
Prior art keywords
web
leg
formwork according
layer
formwork
Prior art date
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Granted
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EP81100779A
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German (de)
French (fr)
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EP0039384A3 (en
EP0039384B1 (en
Inventor
Reinhold Beck
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Individual
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Individual
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Priority to AT81100779T priority Critical patent/ATE4829T1/en
Publication of EP0039384A2 publication Critical patent/EP0039384A2/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/20Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32Floor structures wholly cast in situ with or without form units or reinforcements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B2005/322Floor structures wholly cast in situ with or without form units or reinforcements with permanent forms for the floor edges
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C2003/023Lintels

Definitions

  • Ring beams or ring anchors on buildings, ceilings and window and door lintels are produced in the usual way with - wooden formwork, which is removed after the concrete has hardened and, if necessary, reused.
  • plaster beams in the form of plates in such wooden formwork on the facade side insert the concrete vertically.
  • Such plaster base plates consist, for example, of cement-bound Wood wool.
  • plaster supports of this type which consist of multilayer boards, the layer facing the facade being capable of plastering, while the layer facing the concrete is a thermal barrier coating, such as polystyrene foam.
  • This lost formwork according to the invention for ring beams, ceiling edges and / or lintels with multi-layer panels, which have its outer layer of plaster base and at least one thermal insulation layer, is characterized in that it has metal brackets with at least two sections arranged essentially perpendicular to one another, that the multi-layer panels are spaced apart from them
  • the bearing surface has essentially vertical bores or channels which are dimensioned such that in each case one section of one of the metal brackets is practically completely insertable and that another section of the metal bracket has a fastening device. 5
  • Such lost formwork can be installed quickly, since only the metal bracket with the help of the fastening device on the masonry underneath, roller shutter box or the like at intervals from each other and then the multilayer plates with their holes or channels must be pushed onto the vertical legs of the attached metal bracket.
  • the multi-layer panels which were also required in the previously used wooden formwork, but were only inserted there, thus serve at the same time as formwork, which is kept at the required distance by means of the easy-to-install metal bracket and fastened to the masonry, roller shutter box or the like underneath.
  • the metal brackets required as the only additional means according to the invention save time and labor, wooden formwork and, if necessary, external scaffold structures.
  • the metal brackets In order to avoid measuring the distances between the metal brackets, they can be inserted into the holes in the multilayer panels before fastening, whereupon the formwork assembled in this way is then fastened to the masonry or the like underneath using the fastening devices on the metal brackets. If, on the other hand, you first want to attach the metal brackets and then slide on the multilayer plates, it is advisable to make the holes wider than the width of the metal brackets in order to get a game for inserting the metal brackets.
  • the multilayer boards are, for example, 2 m long in the usual way and for example 24.30 or 36 cm wide.
  • the metal stirrups which are usually made of steel, are fastened to the masonry or the like, for example, at intervals of 30 cm in accordance with the spacing of the holes in the multilayer panels.
  • the multi-layer panels can only consist of an outer layer of plaster base, for example of cement-bound wood wool or the like, and a conventional thermal insulation layer, for example of polystyrene foam.
  • the thermal insulation layer usually has low strength, it is advisable to use the multilayer board to let ten consist of at least three layers, of which the outer layers have mechanical strength and consist, for example, of cement-bonded wood wool, while there is at least one thermal insulation layer inside between these solid plaster base outer layers.
  • the bores spaced apart from one another are expediently provided in the middle thermal insulation layer.
  • the holes or channels are usually subsequently milled into this layer.
  • the fastening devices on the metal brackets can be designed differently. They expediently consist of at least one hole in the relevant leg of the metal bracket and a nail to be passed through this hole or a screw or rivet to be passed through the hole, the size of the holes being dimensioned such that the nails, screws or rivets do not slip through them can.
  • the lost formwork according to the invention is placed on a brick wall, it is easiest to nail the metal brackets to the masonry through said holes, while expediently screwing or riveting on a roller shutter box or the like.
  • the metal brackets can have different lengths, widths and thicknesses.
  • the length of the entire metal bracket and the individual legs results from the usual construction standards.
  • the width and thickness of the metal brackets are chosen so that they give the formwork sufficient stability before concreting.
  • the metal bracket can be 2 to 10 mm thick and 20 to 100, such as 40 mm wide.
  • the shape of the metal bracket may vary slightly depending on the specific application within the scope of the features defined above.
  • the metal bracket can consist of solid material or thin-walled metal sheet stabilized by deformation, which saves material.
  • the metal brackets expediently have a U-shape with a substantially right-angled transition from the U-legs to the U-web which runs without a curvature, the fastening device being located in the U- Jetty is located.
  • the length of the U-web corresponds to the width of the wall minus twice the distance between the outer surface of the multi-layer panels and the holes in the multi-layer panels. If the multi-layer panels are now pushed onto the metal bracket, their outer surfaces are flush with the wall surfaces.
  • the metal bracket suitably has a Z-shape with an essentially right-angled transition from the Z-legs to the Z-web, the Z-web and the two Z-legs being non-curved.
  • the fastening devices can be located in the Z-web and / or one of the Z-legs, since in this case a multilayer plate is only placed on the facade side of the wall and the metal bracket is therefore on the top of the masonry and / or on the Side of the masonry attached as can be nailed.
  • U-shaped metal bracket is used for lost formwork, which is also used for the production of lintels or ring beams and ceiling edges arranged above them.
  • lost formwork which is also used for the production of lintels or ring beams and ceiling edges arranged above them.
  • such combinations are required above doors, windows or roller shutter boxes where the ceiling is to be made from reinforced concrete at a distance from the door opening or window opening or the roller shutter box, but as an integral unit with the lintels located under these openings or roller shutter boxes.
  • Metal brackets for this purpose have two U-legs underneath different lengths, wherein the length of the one U-leg substantially to the height of the lintel or the ring beam and the length of the other U-leg beam substantially to the combined height of the lintel or Rin g and corresponds to the room ceiling above it.
  • an additional stabilizing agent is expediently provided in parallel to the U-web with an additional web which is detachably connected to the free end of the shorter U-leg and to the longer U-leg in its central region.
  • This additional web thus stabilizes the formwork by acting as a spacer between the free end of the shorter U-web and the longer U-web. After concreting, it can remain in the concrete or be removable and reusable. It is delivered as a separate part to make it easier to insert the reinforcement into the formwork.
  • a simple embodiment of this additional web is that it has a preferably hook-shaped pin at one end and a hole at the other end and that the shorter U-leg has a pin that can be inserted into the hole at its free end and the longer U-leg has a hole in its central area, into which the preferably hook-shaped pin of the additional web can be inserted and can be attached by pressing it down.
  • Such additional webs can also be used in the formwork according to FIG. 1a if the U-legs are longer, such as. B. from 24 cm to make additional stabilization appear appropriate.
  • the multilayer boards can have different structures and consist of different materials, but this is part of the prior art.
  • the lost formwork according to the invention shown in Fig. 1a consists of the three-layer multi-layer panels 1 and the U-shaped metal brackets 2, which are attached to the masonry 4 with the aid of a nail 3.
  • the U-shaped metal brackets which are shown in Fig. 1b and 1c, each have an uncurved U-web 5 and two also non-curved U-legs 6. In the middle of the U-web 5 there is a hole 7 through which the Nail 3 is passed through.
  • the structure of a preferred embodiment of the multi-layer panels 1 used in the lost formwork according to the invention is shown.
  • These consist of a plaster base outer layer 8, for example of cement-bound wood wool, from a medium heat Insulation layer 9, for example made of rigid polystyrene foam, and an inner stabilizing layer 10, for example again made of cement-bound wood wool.
  • Bores 11 are provided in the middle layer 9 and have been expediently milled into this layer.
  • the insulation layer 10 and the middle layer 9 have a recess 12 corresponding to the thickness of the metal bracket 5, each opening in the bore 11. In this way it is achieved that the outside of the multilayer board 1 sits flush on the masonry 4.
  • the formwork for room ceiling edge areas shown in FIG. 4a consists of Z-shaped metal brackets 13, the Z-legs 14 and 15 of which are connected to one another by the uncurved Z-web 16.
  • the Z-leg 15 there is a hole 17 as a fastening device, through which a nail 18 is passed and driven into the masonry 19.
  • the multilayer plates 1 are placed on the Z-legs 14.
  • a hole can also be provided in the Z-web 16 through which a nail or a screw or the like is likewise passed for attachment to the masonry 19.
  • FIGS. 5a to 5f is a modification of a lost formwork with U-shaped metal brackets of special design and for a special application. This formwork is used to create a lintel with a ceiling above.
  • the U-web 25 there is a hole 26 through which the rivet 21 is passed.
  • the U-leg 23 has a pin 27 which fits into a hole 28 in the additional web 29.
  • This web 29 has at its other end a hook-like pin 30 which can be inserted into a recess 31 of the longer U-leg 24 and can be locked behind the lower edge of the recess 31.
  • the higher multilayer plates 1 a in the area of the vertical bores 11 have lateral bores 32 which extend through the inner layer and the middle layer through to the vertical bores 11 and enlarge in the outer layer 8 such that the hook-like pin 30 behind the lower edge of the recess 31 can be hung.
  • the additional web 29 stabilizes the formwork, which is used in its lower part to produce the lintel, in its part lying above the additional webs 29 to produce the ceiling.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Storage Of Web-Like Or Filamentary Materials (AREA)
  • Moulds, Cores, Or Mandrels (AREA)
  • Moulding By Coating Moulds (AREA)

Abstract

1. Lost sheathing for ring beams, ceiling edges and/or lintels, with metal clips (2, 13, 22) having at least two substantially mutually perpendicular portions (5, 6; 14, 16; 23, 25) and multi-layer plates (1, 1a) which have an outer plaster-carrying layer and at least one heat barrier layer and mutually spaced bores (11) which are normal to their support surface and which are of such a size that the respective one portion (6, 14, 23 or 24) of one of the metal clips (2, 13, 22) can be completely inserted, characterised in that, in the region of the bores (11), on their support surface, the multi-layer plates (1, 1a) have recesses (12) which have the height of the thickness of the metal clips and which communicate with the bores (11), and that a respective other portion (5, 15, 25) of the metal clips has a means (7, 3; 17, 18; 26, 21) for securing said portion to a support.

Description

Ringbalken bzw. Ringanker an Gebäuden, Raumdeckenränder und Fenster- und Türstürze werden in üblicher Weise mit - Holzschalungen hergestellt, die nach dem Aushärten des Betons entfernt und ggf. wiederverwendet werden. Um bei diesen an.Ort und Stelle betonierten Bauteilen an ihren auf der Fässadenseite liegenden Flächen eine Putzfähigkeit zu bekommen und das Durchschlagen des Schwerbetons beim Putz zu verhindern, ist es auch bereits bekannt, in solche Holzschalungen an der Fassadenseite Putzträger in der Form von Platten vor dem Eingießen des Betons senkrecht einzulegen. Derartige Putzträgerplatten bestehen beispielsweise aus zementgebundener Holzwolle. Auch ist es bereits bekannt, als Putzträger dieser Art solche zu verwenden, die aus Mehrschichtplatten bestehen, wobei die nach der Fassade hin gerichtete Schicht putzfähig ist, während die nach dem Beton hin gerichtete Schicht eine Wärmedämmschicht, wie aus Polystyrolschaum, ist.Ring beams or ring anchors on buildings, ceilings and window and door lintels are produced in the usual way with - wooden formwork, which is removed after the concrete has hardened and, if necessary, reused. In order to be able to clean these components on the façade side and to prevent heavy concrete from breaking through during plastering, it is already known to provide plaster beams in the form of plates in such wooden formwork on the facade side insert the concrete vertically. Such plaster base plates consist, for example, of cement-bound Wood wool. It is also already known to use plaster supports of this type which consist of multilayer boards, the layer facing the facade being capable of plastering, while the layer facing the concrete is a thermal barrier coating, such as polystyrene foam.

Die Herstellung solcher Bauteile mit Holzschalungen ist äußerst zeit- und arbeitsaufwendig, unter anderem auch deshalb, da die genannten Bauteile sich gewöhnlich an gemauerte Wände oder Tür- oder Fensteröffnungen anschließen, die keiner Schalung bedürfen, so daß die Holzschalungen ausschließlich für die genannten Bauteile, wie Ringbalken oder Stürze, angebracht werden müssen.The production of such components with wooden formwork is extremely time-consuming and labor-intensive, among other things because the components mentioned usually connect to brick walls or door or window openings that do not require any formwork, so that the wooden formwork is used exclusively for the components mentioned, such as Ring beams or lintels must be attached.

Die der Erfindung zugrundeliegende Aufgabe bestand nun darin, Schalungen für Ringbalken, Deckenränder und/oder Stürze zu bekommen, die erheblich einfacher montiert werden können und zu einer wesentlichen Arbeits- und Zeitersparnis führen. Diese Aufgabe wird durch die erfindungsgemäße verlorene Schalung gelöst.The object on which the invention is based was now to obtain formwork for circular beams, ceiling edges and / or lintels, which can be installed much more easily and lead to a substantial saving in work and time. This problem is solved by the lost formwork according to the invention.

Diese erfindungsgemäße verlorene Schalung für Ringbalken, Deckenränder und/oder Stürze mit Mehrschichtplatten, die Seine Putzträgeraußenschicht und wenigstens eine Wärmedämmschicht aufweisen, ist dadurch gekennzeichnet, daß sie Metallbügel mit wenigstens zwei im wesentlichen senkrecht zueinander angeordneten Abschnitten aufweist, daß die Mehrschichtplatten voneinander beabstandete, zu ihrer Auflage- °fläche im wesentlichen senkrechte Bohrungen bzw. Kanäle besitzen, die so bemessen sind, daß jeweils der eine Abschnitt eines der Metallbügel praktisch vollständig einschiebbar ist, und daß jeweils ein anderer Abschnitt der Metallbügel eine Befestigungseinrichtung-hat. 5This lost formwork according to the invention for ring beams, ceiling edges and / or lintels with multi-layer panels, which have its outer layer of plaster base and at least one thermal insulation layer, is characterized in that it has metal brackets with at least two sections arranged essentially perpendicular to one another, that the multi-layer panels are spaced apart from them The bearing surface has essentially vertical bores or channels which are dimensioned such that in each case one section of one of the metal brackets is practically completely insertable and that another section of the metal bracket has a fastening device. 5

Derartige verlorene Schalungen sind schnell zu montieren, da lediglich die Metallbügel mit Hilfe der Befestigungseinrichtung an dem darunter befindlichen Mauerwerk, Rolladenkasten oder dergleichen in Abständen voneinander befestigt werden und anschließend die Mehrschichtplatten mit ihren Bohrungen oder Kanälen auf die senkrecht stehenden Schenkel der befestigten Metallbügel aufgeschoben werden müssen. Die Mehrschichtplatten, die bei den bisher verwendeten Holzschalungen auch erforderlich waren, dort aber lediglich eingelegt wurden, dienen somit gleichzeitig als Schalung, die mit Hilfe der einfach montierbaren Metallbügel im erforderlichen Abstand gehalten und auf dem darunter befindlichen Mauerwerk, Rolladenkasten oder dergleichen befestigt wird. Die erfindungsgemäß als einziges zusätzliches Mittel erforderlichen Metallbügel führen zur Einsparung von Zeit und Arbeitskraft, von Holzschalungen und .gegegebenenfalls Außengerüstaufbauten.Such lost formwork can be installed quickly, since only the metal bracket with the help of the fastening device on the masonry underneath, roller shutter box or the like at intervals from each other and then the multilayer plates with their holes or channels must be pushed onto the vertical legs of the attached metal bracket. The multi-layer panels, which were also required in the previously used wooden formwork, but were only inserted there, thus serve at the same time as formwork, which is kept at the required distance by means of the easy-to-install metal bracket and fastened to the masonry, roller shutter box or the like underneath. The metal brackets required as the only additional means according to the invention save time and labor, wooden formwork and, if necessary, external scaffold structures.

Um ein Abmessen der Abstände zwischen den Metallbügeln zu vermeiden, können diese vor der Befestigung in die Bohrungen der Mehrschichtplatten eingeschoben werden, worauf dann die so zusammengesetzte Schalung mit Hilfe der Befestigungseinrichtungen an den Metallbügeln an dem darunter befindlichen Mauerwerk oder dergleichen befestigt wird. Wenn man dagegen zunächst die Metallbügel befestigen und anschließend die Mehrschichtplatten aufschieben will, ist es zweckmäßig, die Bohrungen breiter als die Breite der Metallbügel zu maichen, um ein Spiel für das Einschieben der Metallbügel zu bekommen.In order to avoid measuring the distances between the metal brackets, they can be inserted into the holes in the multilayer panels before fastening, whereupon the formwork assembled in this way is then fastened to the masonry or the like underneath using the fastening devices on the metal brackets. If, on the other hand, you first want to attach the metal brackets and then slide on the multilayer plates, it is advisable to make the holes wider than the width of the metal brackets in order to get a game for inserting the metal brackets.

Die Mehrschichtplatten sind beispielsweise in üblicher Weise 2 m lang und beispielsweise 24,30 oder 36 cm breit. Die Me- 'tallbügel, die gewöhnlich aus Stahl bestehen, werden beispielsweise in Abständen von 30 cm entsprechend den Lochabständen in den Mehrschichtplatten an dem Mauerwerk oder dergleichen befestigt. Die Mehrschichtplatten können lediglich aus einer Putzträgeraußenschicht, beispielsweise aus zementgebundener Holzwolle oder dergleichen, und einer üblichen Wärmedämmschicht, beispielsweise aus Polystyrolschaum, bestehen. Da aber die Wärmedämmschicht gewöhnlich geringe Festigkeit besitzt, ist es zweckmäßig, die Mehrschichtplatten aus wenigstens drei Schichten bestehen zu lassen, von denen die Außenschichten mechanische Festigkeit besitzen und beispielsweise aus zementgebundener Holzwolle bestehen, während sich im Inneren zwischen diesen festen Putzträgeraußenschichten wenigstens eine Wärmedämmschicht befindet. Zweckmäßig sind die voneinander beabstandeten Bohrungen in der mittleren Wärmedämmschicht vorgesehen. Die Bohrungen bzw. Kanäle werden gewöhnlich nachträglich in diese Schicht eingefräst.The multilayer boards are, for example, 2 m long in the usual way and for example 24.30 or 36 cm wide. The metal stirrups, which are usually made of steel, are fastened to the masonry or the like, for example, at intervals of 30 cm in accordance with the spacing of the holes in the multilayer panels. The multi-layer panels can only consist of an outer layer of plaster base, for example of cement-bound wood wool or the like, and a conventional thermal insulation layer, for example of polystyrene foam. However, since the thermal insulation layer usually has low strength, it is advisable to use the multilayer board to let ten consist of at least three layers, of which the outer layers have mechanical strength and consist, for example, of cement-bonded wood wool, while there is at least one thermal insulation layer inside between these solid plaster base outer layers. The bores spaced apart from one another are expediently provided in the middle thermal insulation layer. The holes or channels are usually subsequently milled into this layer.

Die Befestigungseinrichtungen an den Metallbügeln können unterschiedlich ausgebildet sein. Zweckmäßig bestehen sie aus wenigstens einem Loch in dem betreffenden Schenkel des Metallbügels und einem durch dieses Loch hindurchzuführenden Nagel oder einer durch das Loch hindurchzüführedden Schraube oder Niete, wobei die Größe der Löcher so bemessen ist, daß die Nägel, Schrauben oder Nieten nicht durch sie hindurchrutschen können.The fastening devices on the metal brackets can be designed differently. They expediently consist of at least one hole in the relevant leg of the metal bracket and a nail to be passed through this hole or a screw or rivet to be passed through the hole, the size of the holes being dimensioned such that the nails, screws or rivets do not slip through them can.

Wenn die erfindungsgemäße verlorene Schalung auf einer gemauerten Wand aufgesetzt wird, ist es am einfachsten, die Metallbügel an dem Mauerwerk durch die genannten Löcher hindurch festzunageln, während beim Aufsetzen auf einen Rolladenkasten oder dergleichen zweckmäßig geschraubt oder genietet wird.If the lost formwork according to the invention is placed on a brick wall, it is easiest to nail the metal brackets to the masonry through said holes, while expediently screwing or riveting on a roller shutter box or the like.

Die Metallbügel können unterschiedliche Länge, Breite und Stärke haben. Die Länge der gesamten Metallbügel und der einzelnen-Schenkel ergibt sich aus den üblichen Baunormen. Breite und Stärke der Metallbügel werden so gewählt, daß sie eine ausreichende Standfestigkeit der Schalung vor dem Betonieren ergeben. Beispielsweise können die Metallbügel 2 bis 10 mm stark und 20 bis 100, wie 40 mm breit sein. Die Form der Metallbügel kann je nach der speziellen Anwendung im Rahmen der oben definierten Merkmale etwas voneinander abweichen. Der Metallbügel kann aus Vollmaterial oder dünnwandigem, durch Verformung stabilisiertem Metallblech bestehen, wodurch Material eingespart wird.The metal brackets can have different lengths, widths and thicknesses. The length of the entire metal bracket and the individual legs results from the usual construction standards. The width and thickness of the metal brackets are chosen so that they give the formwork sufficient stability before concreting. For example, the metal bracket can be 2 to 10 mm thick and 20 to 100, such as 40 mm wide. The shape of the metal bracket may vary slightly depending on the specific application within the scope of the features defined above. The metal bracket can consist of solid material or thin-walled metal sheet stabilized by deformation, which saves material.

Wenn die erfindungsgemäße verlorene Schalung beispielsweise für Ringbalken oder Tür- oder Fensterstürze bestimmt ist, haben die Metallbügel zweckmäßig U-Form mit einem im wesentlichen rechtwinkeligen Übergang von den U-Schenkeln zu dem ungekrümmt verlaufenden U-Steg, wobei die Befestigungseinrichtung sich in dem U-Steg befindet. Die Länge des U-Steges entspricht dabei der Mauerbreite abzüglich des doppelten Abstandes zwischen der Außenfläche der Mehrschichtplatten und den Bohrungen in den Mehrschichtplatten. Wenn nunmehr die Mehrschichtplatten auf die Metallbügel aufgeschoben werden, schließen ihre Außenflächen bündig mit den Mauerflächen ab.If the lost formwork according to the invention is intended, for example, for ring beams or lintels or window lintels, the metal brackets expediently have a U-shape with a substantially right-angled transition from the U-legs to the U-web which runs without a curvature, the fastening device being located in the U- Jetty is located. The length of the U-web corresponds to the width of the wall minus twice the distance between the outer surface of the multi-layer panels and the holes in the multi-layer panels. If the multi-layer panels are now pushed onto the metal bracket, their outer surfaces are flush with the wall surfaces.

Wenn die nach dem gleichen Prinzip aufgebauten verlorenen Schalungen andererseits für.Deckenränder,d. h. die auf einer Gebäudemauer aufliegenden Randbereiche einer Raumdecke dienen, hat der Metallbügel zweckmäßig Z-Form mit einem im wesentlichen rechtwinkeligen Übergang von den Z-Schenkeln zu dem Z-Steg, wobei der Z-Steg und die beiden Z-Schenkel ungekrümmt sind. Die Befestigungseinrichtungen können sich in diesem Fall in dem Z-Steg und/oder einem der Z-Schenkel befinden, da in diesem Fall nur an der Fassadenseite der Mauer eine Mehrschichtplatte aufgesetzt wird und die Metallbügel daher auf der Oberseite des Mauerwerks und/oder an der Seite des Mauerwerks befestigt, wie genagelt werden können.If, on the other hand, the lost formwork constructed according to the same principle is used for ceiling edges, i.e. H. the edge areas of a room ceiling resting on a building wall, the metal bracket suitably has a Z-shape with an essentially right-angled transition from the Z-legs to the Z-web, the Z-web and the two Z-legs being non-curved. In this case, the fastening devices can be located in the Z-web and / or one of the Z-legs, since in this case a multilayer plate is only placed on the facade side of the wall and the metal bracket is therefore on the top of the masonry and / or on the Side of the masonry attached as can be nailed.

Eine spezielle Ausführung der U-förmigen Metallbügel dient für verlorene Schalungen, die gleichzeitig zur Herstellung von Stürzen oder Ringbalken und darüber angeordneten Raumdeckenrändern dienen. Beispielsweise sind derartige Kombinationen über Türen, Fenstern oder Rolladenkästen erforderlich, wo die Raumdecke im Abstand von der Türöffnung oder Fensteröffnung oder dem Rolladenkasten, aber als integrale Einheit mit dem unter diesen öffnungen oder Rolladenkästen 'befindlichen Stürzen aus Stahlbeton hergestellt werden sollen.A special version of the U-shaped metal bracket is used for lost formwork, which is also used for the production of lintels or ring beams and ceiling edges arranged above them. For example, such combinations are required above doors, windows or roller shutter boxes where the ceiling is to be made from reinforced concrete at a distance from the door opening or window opening or the roller shutter box, but as an integral unit with the lintels located under these openings or roller shutter boxes.

Metallbügel für diesen Zweck besitzen zwei U-Schenkel unterschiedlicher Länge, wobei die Länge des einen U-Schenkels im wesentlichen der Höhe des Sturzes oder Ringbalken und die Länge des anderen U-Schenkels im wesentlichen der kombinierten Höhe des Sturzes oder Ringbalken und der darüber befindlichen Raumdecke entspricht.Metal brackets for this purpose have two U-legs underneath different lengths, wherein the length of the one U-leg substantially to the height of the lintel or the ring beam and the length of the other U-leg beam substantially to the combined height of the lintel or Rin g and corresponds to the room ceiling above it.

Da durch die hierbei erforderliche Höhe des Betonformlings die Gefahr besteht, daß die erfindungsgemäße verlorene Schalung im oberen Bereich auseinandergebogen wird, ist es bei dieser Ausführungsform zweckmäßig, ein zusätzliches Stabilisierungsmittel vorzusehen. Dieses besteht zweckmäßig darin, daß parallel zu dem U-Steg ein mit dem freien Ende des kürzeren U-Schenkels und mit dem längeren U-Schenkel in dessen mittlerem Bereich lösbar verbundener zusätzlicher Steg vorgesehen ist. Dieser zusätzliche Steg stabilisiert also die Schalung, indem er als Abstandshalter zwischen dem freien Ende des kürzeren U-Steges und dem längeren U-Steg fungiert. Er kann nach dem Betonieren im Beton verbleiben oder herausnehmbar und wiederverwendbar sein. Er wird als getrenntes Teil angeliefert, um das Einlegen der Armierung in die Schalung zu erleichtern.Since there is a risk that the formwork according to the invention will be bent apart in the upper region due to the required height of the concrete molding, it is expedient in this embodiment to provide an additional stabilizing agent. This is expediently provided in parallel to the U-web with an additional web which is detachably connected to the free end of the shorter U-leg and to the longer U-leg in its central region. This additional web thus stabilizes the formwork by acting as a spacer between the free end of the shorter U-web and the longer U-web. After concreting, it can remain in the concrete or be removable and reusable. It is delivered as a separate part to make it easier to insert the reinforcement into the formwork.

Eine einfache Ausführungsform dieses zusätzlichen Steges besteht darin, daß er am einen Ende einen, vorzugsweise hakenartig ausgebildeten Zapfen und am anderen Ende ein Loch besitzt und daß der kürzere U-Schenkel an seinem freien Ende einen in das Loch einschiebbaren Zapfen und der längere U-Schenkel in seinem mittleren Bereich ein Loch besitzt, in welches der vorzugsweise hakenartig ausgebildete Zapfen des zusätzlichen Steges einschiebbar und durch Niederdrücken einhängbar ist.A simple embodiment of this additional web is that it has a preferably hook-shaped pin at one end and a hole at the other end and that the shorter U-leg has a pin that can be inserted into the hole at its free end and the longer U-leg has a hole in its central area, into which the preferably hook-shaped pin of the additional web can be inserted and can be attached by pressing it down.

Derartige zusätzliche Stege können auch bei der Schalung gemäß Fig. 1a verwendet werden, wenn die U-Schenkel länger sind, wie z. B. ab 24 cm, um eine zusätzliche Stabilisierung angebracht erscheinen zu lassen.Such additional webs can also be used in the formwork according to FIG. 1a if the U-legs are longer, such as. B. from 24 cm to make additional stabilization appear appropriate.

Selbstverständlich müssen in diesem Fall spezielle Mehrschichtplatten verwendet werden, die seitliche Durchbrechungen besitzen, durch welche die zusätzlichen Stege bis in die senkrechten Bohrungen geschoben werden können. Im Falle einer hakenartigen Ausbildung der Zapfen an den zusätzlichen Stegen müssen die seitlichen Bohrungen der Mehrschichtplatten bis über die senkrechten Bohrungen hinausgehen, um so ein Einhängen der zusätzlichen Stege in die Löcher des längeren U-Schenkels zu ermöglichen, wie die nachfolgende Zeichnung zeigt.In this case, of course, special more must Layered plates are used, which have side openings through which the additional webs can be pushed into the vertical holes. In the case of a hook-like design of the pins on the additional webs, the lateral bores of the multilayer boards must extend beyond the vertical bores in order to enable the additional webs to be hooked into the holes of the longer U-leg, as the following drawing shows.

Die Mehrschichtplatten können unterschiedlichen Aufbau besitzen und aus unterschiedlichen Materialien bestehen, was aber zum Stand der Technik gehört.The multilayer boards can have different structures and consist of different materials, but this is part of the prior art.

Die Zeichnung zeigt in

  • Fig. 1a einen senkrechten Schnitt durch eine verlorene Schalung nach der Erfindung für einen Ringbalken oder Sturz,
  • Fig. 1b eine Seitenansicht des in der Schalung gemäß Fig. 1a verwendeten Metallbügels,
  • Fig. 1c eine Draufsicht auf den in Fig. 1b dargestellten Metallbügel,
  • Fig. 2 eine Draufsicht auf einen Teil einer in den erfindungsgemäßen Schalungen verwendeten Mehrschichtplatte,
  • Fig. 3 eine Seitenansicht der in Fig. 2 dargestellten Mehrschichtplatte,
  • Fig. 4a einen senkrechten Schnitt durch eine andere Ausführungsform einer verlorenen Schalung nach der Erfindung, und zwar zur Schalung von Raumdeckenrändern,
  • Fig. 4b eine seitliche Darstellung des in der Schalung gemäß Fig. 4a verwendeten Metallbügels,
  • Fig. 4c eine Seitenansicht des in Fig. 4b gezeigten Metallbügels, von rechts gesehen,
  • Fig. 5a einen senkrechten Schnitt durch noch eine andere Ausführungsform einer Schalung nach der Erfindung zur kombinierten Herstellung eines Fenstersturzes und einer Raumdecke,
  • Fig. 5b eine Seitenansicht des in der Schalung gemäß Fig. 15a verwendeten Metallbügels mit zusätzlichem Steg,
  • Fig. 5c eine Seitenansicht des in Fig. 5b dargestellten Metallbügels, von links gesehen,
  • Fig. 5d eine Seitenansicht des in Fig. 5b dargestellten Metallbügels, von rechts gesehen,
  • Fig. 5e eine Draufsicht auf den in Fig. 5b dargestellten zusätzlichen Steg und
  • Fig. 5f eine Seitenansicht des in Fig. 5b dargestellten zusätzlichen Steges.
The drawing shows in
  • 1a is a vertical section through a lost formwork according to the invention for a ring beam or lintel,
  • 1b is a side view of the metal bracket used in the formwork according to FIG. 1a,
  • 1c is a plan view of the metal bracket shown in Fig. 1b,
  • 2 is a plan view of part of a multi-layer board used in the formwork according to the invention,
  • 3 is a side view of the multilayer board shown in FIG. 2,
  • 4a is a vertical section through another embodiment of a lost formwork according to the invention, namely for formwork of room ceiling edges,
  • 4b is a side view of the metal bracket used in the formwork according to FIG. 4a,
  • 4c is a side view of the metal bracket shown in FIG. 4b, seen from the right,
  • 5a is a vertical section through yet another embodiment of a formwork according to the invention for the combined production of a lintel and a ceiling,
  • 5b is a side view of the metal bracket used in the formwork according to FIG. 1 5a with an additional web,
  • 5c is a side view of the metal bracket shown in Fig. 5b, seen from the left,
  • 5d is a side view of the metal bracket shown in Fig. 5b, seen from the right,
  • Fig. 5e is a plan view of the additional web shown in Fig. 5b and
  • Fig. 5f is a side view of the additional web shown in Fig. 5b.

Die in Fig. 1a dargestellte verlorene Schalung nach der i Erfindung besteht aus den dreischichtigen Mehrschichtplatten 1 und den U-förmig ausgebildeten Metallbügeln 2, die mit Hilfe eines Nagels 3 auf dem Mauerwerk 4 befestigt sind. Die U-förmigen Metallbügel, die in Fig. 1b und 1c dargestellt sind, besitzen jeweils einen ungekrümmten U-Steg 5 und zwei ebenfalls ungekrümmte U-Schenkel 6. In der Mitte des U-Steges 5 befindet sich ein Loch 7, durch das der Nagel 3 hindurchgeführt wird.The lost formwork according to the invention shown in Fig. 1a consists of the three-layer multi-layer panels 1 and the U-shaped metal brackets 2, which are attached to the masonry 4 with the aid of a nail 3. The U-shaped metal brackets, which are shown in Fig. 1b and 1c, each have an uncurved U-web 5 and two also non-curved U-legs 6. In the middle of the U-web 5 there is a hole 7 through which the Nail 3 is passed through.

In den Fig. 2 und 3 ist der Aufbau einer bevorzugten Ausführungsform der in den verlorenen Schalungen nach der Erfindung verwendeten Mehrschichtplatten 1 dargestellt. Diese bestehen aus einer Putzträgeraußenschicht 8 beispielsweise aus zementgebundener Holzwolle, aus einer mittleren Wärmedämmschicht 9, beispielsweise aus Polystyrolhartschaum, und einer inneren Stabilisierungsschicht 10, beispielsweise wiederum aus zementgebundener Holzwolle.2 and 3, the structure of a preferred embodiment of the multi-layer panels 1 used in the lost formwork according to the invention is shown. These consist of a plaster base outer layer 8, for example of cement-bound wood wool, from a medium heat Insulation layer 9, for example made of rigid polystyrene foam, and an inner stabilizing layer 10, for example again made of cement-bound wood wool.

In der Mittelschicht 9 sind Bohrungen 11 vorgesehen, die in diese Schicht zweckmäßig eingefräst wurden. Am unteren Ende der Bohrungen besitzt die Dämmschicht 10 und die Mittelschicht 9 eine Ausnehmung 12 entsprechend der Stärke der Metallbügel 5, die jeweils in der Bohrung 11 mündet. Auf diese Weise erreicht man, daß die Außenseite der Mehrschichtplatte 1 bündig auf dem Mauerwerk 4 aufsitzt.Bores 11 are provided in the middle layer 9 and have been expediently milled into this layer. At the lower end of the bores, the insulation layer 10 and the middle layer 9 have a recess 12 corresponding to the thickness of the metal bracket 5, each opening in the bore 11. In this way it is achieved that the outside of the multilayer board 1 sits flush on the masonry 4.

Die in Fig. 4a dargestellte Schalung für Raumdeckenrandbereiche besteht aus Z-förmigen Metallbügeln 13, deren Z-Schenkel 14 und 15 durch den ungekrümmten Z-Steg 16 miteinander verbunden sind. In dem Z-Schenkel 15 befindet sich als Befestigungseinrichtung ein Loch 17, durch das ein Nagel 18 hindurchgeführt und in das Mauerwerk 19 getrieben wird. Auf die Z-Schenkel 14 werden, wie in der oben beschriebenen Ausführungsform,die Mehrschichtplatten 1 aufgesetzt. Zusätzlich zu der Befestigung mit Hilfe des Z-Schenkels 15 oder stattdessen kann auch in dem Z-Steg 16 ein Loch vorgesehen sein, durch das gleicherweise ein Nagel oder eine Schraube oder dergleichen zur Befestigung an dem Mauerwerk 19 hindurchgeführt wird.The formwork for room ceiling edge areas shown in FIG. 4a consists of Z-shaped metal brackets 13, the Z-legs 14 and 15 of which are connected to one another by the uncurved Z-web 16. In the Z-leg 15 there is a hole 17 as a fastening device, through which a nail 18 is passed and driven into the masonry 19. As in the embodiment described above, the multilayer plates 1 are placed on the Z-legs 14. In addition to the attachment by means of the Z-leg 15 or instead, a hole can also be provided in the Z-web 16 through which a nail or a screw or the like is likewise passed for attachment to the masonry 19.

Bei der in den Fig. 5a bis 5f dargestellten Ausführungsform handelt es sich um eine Abwandlung einer verlorenen Schalung mit U-förmigen Metallbügeln spezieller Ausbildung und für einen speziellen Anwendungszweck. Diese Schalung dient zur Herstellung eines Fenstersturzes mit darüberliegender Raumdecke.The embodiment shown in FIGS. 5a to 5f is a modification of a lost formwork with U-shaped metal brackets of special design and for a special application. This formwork is used to create a lintel with a ceiling above.

Auf dem Rolladenkasten 20 wird mit Hilfe einer Niete 21 der U-förmige Metallbügel 22 befestigt, dessen kürzerer U-Schenkel 23 mit dem längeren U-Schenkel 24 über den U-Steg 25 verbunden ist. In dem U-Steg 25 befindet sich ein Loch 26, durch welches die Niete 21 hindurchgeführt wird.The U-shaped metal bracket 22, the shorter U-leg 23 of which is connected to the longer U-leg 24 via the U-web 25, is fastened on the roller shutter box 20 with the aid of a rivet 21. In the U-web 25 there is a hole 26 through which the rivet 21 is passed.

[Am oberen Ende besitzt der U-Schenkel 23 einen Zapfen 27, der in ein Loch 28 des zusätzlichen Steges 29 paßt. Dieser Steg 29 besitzt an seinem anderen Ende einen hakenartig ausgebildeten Zapfen 30, der in eine Ausnehmung 31 des längeren U-Schenkels 24 einschiebbar und hinter den unteren Rand der Ausnehmung 31 einrastbar ist. Hierzu besitzen die höheren Mehrschichtplatten 1a im Bereich der senkrechten Bohrungen 11 seitliche Bohrungen 32, die durch die Innenschicht und die Mittelschicht hindurch bis über die senkrechten Bohrungen 11 hinausgehen und sich in der Außenschicht 8 derart vergrößern, daß der hakenartige Zapfen 30 hinter der Unterkante der Ausnehmung 31 eingehängt werden kann.[At the upper end, the U-leg 23 has a pin 27 which fits into a hole 28 in the additional web 29. This web 29 has at its other end a hook-like pin 30 which can be inserted into a recess 31 of the longer U-leg 24 and can be locked behind the lower edge of the recess 31. For this purpose, the higher multilayer plates 1 a in the area of the vertical bores 11 have lateral bores 32 which extend through the inner layer and the middle layer through to the vertical bores 11 and enlarge in the outer layer 8 such that the hook-like pin 30 behind the lower edge of the recess 31 can be hung.

Nach dem Einhängen stabilisiert der zusätzliche Steg 29 die Schalung, die in ihrem unteren Teil zur Herstellung des Fenstersturzes, in ihrem über den zusätzlichen Stegen 29 liegenden Teil zur Herstellung der Raumdecke dient.After hanging, the additional web 29 stabilizes the formwork, which is used in its lower part to produce the lintel, in its part lying above the additional webs 29 to produce the ceiling.

Claims (9)

1. Verlorene Schalung für Ringbalken, Deckenränder und/ oder Stürze mit Mehrschichtplatten, die eine Putzträgeraußenschicht und wenigstens eine Wärmedämmschicht aufweisen, dadurch gekennzeichnet, daß sie Metallbügel (2, 13, 22) mit wenigstens zwei im wesentlichen senkrecht zueinander angeordneten Abschnitten (5, 6; 14, 16; 23, 25) aufweist, daß.die Mehrschichtplatten (1) voneinander beabstandete, zu ihrer Auflagefläche im wesentliehen senkrechte Bohrungen (11) besitzen, die so bemessen sind, daß jeweils der eine Abschnitt (6, 14, 23 bzw. 24) eines der Metallbügel (2, 13, 22) praktisch vollständig einschiebbar ist, und daß jeweils ein anderer Abschnitt (5, 15, 25) der Metallbügel eine Befestigungseinrichtung (7, 3; 17, 18; 26, 21) hat.1. Lost formwork for circular beams, ceiling edges and / or lintels with multi-layer panels which have a plaster base outer layer and at least one thermal insulation layer, characterized in that they have metal brackets (2, 13, 22) with at least two sections (5, 6) arranged essentially perpendicular to one another ; 14, 16; 23, 25) has that the multilayer plates (1) spaced apart from each other, substantially perpendicular to their bearing surface (11), which are dimensioned such that one section (6, 14, 23 or . 24) one of the metal brackets (2, 13, 22) is practically completely insertable, and that another section (5, 15, 25) of the metal bracket has a fastening device (7, 3; 17, 18; 26, 21). 2. Schalung nach Anspruch 1, dadurch gekennzeichnet, daß die Mehrschichtplatten (1, 1a) aus drei Schichten bestehen, von denen die mittlere (9) die Wärmedämmschicht ist und die voneinander beabstandete Bohrungen (11) aufweist.2. Formwork according to claim 1, characterized in that the multi-layer panels (1, 1a) consist of three layers, of which the middle (9) is the thermal insulation layer and the spaced bores (11). 3. Schalung nach Anspruch 1 oder 2, dadurch gekennzeichnet, daß die Befestigungseinrichtungen (7, 3; 17, 18;, 26,21) der Metallbügel (2, 13, 22) aus Löchern (7, 17, 26) in dem betreffenden Abschnitt (5, 15, 25) und durch die Löcher hindurchführbaren Nägeln, Schrauben oder Nieten (3, 18, 21) bestehen.3. Formwork according to claim 1 or 2, characterized in that the fastening devices (7, 3; 17, 18;, 26,21) of the metal bracket (2, 13, 22) from holes (7, 17, 26) in the relevant Section (5, 15, 25) and nails, screws or rivets (3, 18, 21) that can be passed through the holes. 4. Schalung nach Anspruch 1 bis 3, dadurch gekennzeichnet, daß die Mehrschichtplatten (1, 1a) im Bereich der Bohrungen (11) an ihrer Auflagefläche Ausnehmungen (12) besitzen, die im wesentlichen die Höhe der Metallbügelstärke haben und in den Bohrungen (11) münden.4. Formwork according to claim 1 to 3, characterized in that the multilayer panels (1, 1a) in the region of the bores (11) have recesses (12) on their bearing surface, which have essentially the height of the metal bracket thickness and in the bores (11 ) lead to. 5. Schalung nach Anspurch 1 bis 4 für Ringbalken oder Stürze, dadurch gekennzeichnet, daß die Metallbügel (2; 22) U-Form mit im wesentlichen rechtwinkeligem Übergang von den U-Schenkeln (6; 23,24) zu dem U-Steg (5, 25) besitzen und die Befestigungseinrichtung (7, 3; 26, 21) sich in dem U-Steg befindet.5. Formwork according to claim 1 to 4 for ring beams or falls, characterized in that the metal bracket (2; 22) have a U-shape with a substantially right-angled transition from the U-legs (6; 23, 24) to the U-web (5, 25) and the fastening device (7, 3; 26, 21) is in the U-bridge. 6. Schalung nach Anspruch 1 bis 4 für Deckenränder,dadurch gekennzeichnet, daß die Metallbügel (13) Z-Form mit im wesentlichen rechtwinkligem Übergang vonden Z-Schenkeln (14, 15) zu dem Z-Steg (16) besitzen und die Befestigungseinrichtung (17, 18) sich in dem Z-Steg (16) und/ oder einem der Z-Schenkel (15) befindet.Formwork according to claims 1 to 4 for ceiling edges, characterized in that the metal brackets (13) have a Z-shape with an essentially right-angled transition from the Z-legs (14, 15) to the Z-web (16) and the fastening device ( 17, 18) is located in the Z-web (16) and / or one of the Z-legs (15). 7. Schalung nach Anspruch 5 für Deckenränder und Stürze oder Ringbalken, dadurch gekennzeichnet, daß die U-Schenkel (23, 24) unterschiedliche Länge besitzen, wobei die Länge des einen U-Schenkels (23) im wesentlichen der Höhe des Sturzes oder Ringbalken und die Länge des anderen U-Schenkels (24) im wesentlichen der kombinierten Höhe des Stures oder Ringbalken und der Decke entspricht.7. Formwork according to claim 5 for ceiling edges and lintels or ring beams, characterized in that the U-legs (23, 24) have different lengths, the length of a U-leg (23) substantially the height of the lintel or ring beam and the length of the other U-leg (24) corresponds essentially to the combined height of the stub or ring beam and the ceiling. 8. Schalung nach Anspruch 7, dadurch gekennzeichnet, daß pa- . rallel zu dem U-Steg (25) ein mit dem freien Ende des kürzeren U-Schenkels (23) und mit dem längeren U-Schenkel (24) in dessen mittlerem Bereich lösbar verbundener zusätzlicher Steg (29) vorgesehen ist.8. Formwork according to claim 7, characterized in that pa-. parallel to the U-web (25) with the free end of the shorter U-leg (23) and with the longer U-leg (24) in the central region releasably connected additional web (29) is provided. 9. Schalung nach Anspruch 8, dadurch gekennzeichnet, daß der zusätzliche Steg (29) mit einem Loch (28) in einen Zapfen (27) am oberen Ende des kürzeren U-Schenkels (23) und mit einem vorzugsweise hakenartig ausgebildeten Zapfen (30) in ein Loch (31) im mittleren Bereich des längeren U-Schenkels (24) einhängbar ist.9. Formwork according to claim 8, characterized in that the additional web (29) with a hole (28) in a pin (27) at the upper end of the shorter U-leg (23) and with a preferably hook-shaped pin (30) can be hung in a hole (31) in the central region of the longer U-leg (24).
EP81100779A 1980-05-05 1981-02-04 Permanent shuttering for ring beams, floor edges and/or lintels Expired EP0039384B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT81100779T ATE4829T1 (en) 1980-05-05 1981-02-04 LOSED FORMWORK FOR RING BEAM, CEILING EDGES AND/OR LINTELS.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19803017192 DE3017192A1 (en) 1980-05-05 1980-05-05 LOST FORMWORK FOR RING BEAMS
DE3017192 1980-05-05

Publications (3)

Publication Number Publication Date
EP0039384A2 true EP0039384A2 (en) 1981-11-11
EP0039384A3 EP0039384A3 (en) 1981-12-30
EP0039384B1 EP0039384B1 (en) 1983-09-28

Family

ID=6101658

Family Applications (1)

Application Number Title Priority Date Filing Date
EP81100779A Expired EP0039384B1 (en) 1980-05-05 1981-02-04 Permanent shuttering for ring beams, floor edges and/or lintels

Country Status (3)

Country Link
EP (1) EP0039384B1 (en)
AT (1) ATE4829T1 (en)
DE (2) DE3017192A1 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2646681A1 (en) * 1989-05-03 1990-11-09 Claude Jean Louis Formwork device for the slab or floor nosing of a structure
EP0770737A1 (en) * 1995-10-25 1997-05-02 Pecon AG Shuttering element
FR2802956A1 (en) * 1999-12-22 2001-06-29 Claude Letulle Construction element for securing the perimeter of a concrete slab has a cavity where a notch slots to secure the structure
AT521224A3 (en) * 2018-04-27 2020-01-15 Holzmann Gmbh & Co Kg Ring beam formwork element
CN112376905A (en) * 2020-11-27 2021-02-19 腾达建设集团股份有限公司 Connecting mechanism of stand column steel formwork

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE9005046U1 (en) * 1990-05-03 1991-08-29 Josef Hain Gmbh & Co Kg, 83561 Ramerberg Device for thermally insulating a window or door reveal
DE4409782C2 (en) * 1994-03-22 1996-02-08 Dieter Schinhofen Lost formwork for concreting an upper end of a storey or knee wall
DE29715541U1 (en) * 1997-08-29 1999-01-07 Bösch, Berndt, Lustenau Lost formwork element

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US1517244A (en) * 1922-10-12 1924-12-02 John J Sullivan Method of building construction
DE2005642A1 (en) * 1970-02-07 1971-08-12 Buchmann, Rudolf C , 6800 Mannheim Feudenheim Assembly components for the production of hollow or clad concrete walls
DE2138920A1 (en) * 1971-08-04 1973-02-15 Willi Holzapfel BUILDING PLATE FOR THE CONSTRUCTION INDUSTRY
US3722849A (en) * 1971-11-05 1973-03-27 W Luyben Concrete form clip
DE2815080A1 (en) * 1978-04-07 1979-10-18 Vielberth Elementbeton Kg SCARF BODY
AT354686B (en) * 1978-08-09 1980-01-25 Kirchner Franz Dipl Ing SPACERS
FR2437473A1 (en) * 1978-09-27 1980-04-25 Grosjean Claude Composite exterior wall for building - has insulating panels and cast-in-situ concrete infill on wooden framework

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2646681A1 (en) * 1989-05-03 1990-11-09 Claude Jean Louis Formwork device for the slab or floor nosing of a structure
EP0770737A1 (en) * 1995-10-25 1997-05-02 Pecon AG Shuttering element
FR2802956A1 (en) * 1999-12-22 2001-06-29 Claude Letulle Construction element for securing the perimeter of a concrete slab has a cavity where a notch slots to secure the structure
AT521224A3 (en) * 2018-04-27 2020-01-15 Holzmann Gmbh & Co Kg Ring beam formwork element
AT16980U1 (en) * 2018-04-27 2021-01-15 Holzmann Gmbh & Co Kg
CN112376905A (en) * 2020-11-27 2021-02-19 腾达建设集团股份有限公司 Connecting mechanism of stand column steel formwork

Also Published As

Publication number Publication date
ATE4829T1 (en) 1983-10-15
DE3160985D1 (en) 1983-11-03
DE3017192A1 (en) 1981-11-12
EP0039384A3 (en) 1981-12-30
EP0039384B1 (en) 1983-09-28

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