EP0229867B1 - Building construction realization method - Google Patents

Building construction realization method Download PDF

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Publication number
EP0229867B1
EP0229867B1 EP19860106949 EP86106949A EP0229867B1 EP 0229867 B1 EP0229867 B1 EP 0229867B1 EP 19860106949 EP19860106949 EP 19860106949 EP 86106949 A EP86106949 A EP 86106949A EP 0229867 B1 EP0229867 B1 EP 0229867B1
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EP
European Patent Office
Prior art keywords
sheet
baseplate
outer sheet
inner sheet
inflated
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EP19860106949
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German (de)
French (fr)
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EP0229867A1 (en
Inventor
Hendrik Willem Schelfhorst
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Individual
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Individual
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Priority claimed from NL8503222A external-priority patent/NL8503222A/en
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Priority to AT86106949T priority Critical patent/ATE53090T1/en
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
    • E04B1/3505—Extraordinary methods of construction, e.g. lift-slab, jack-block characterised by the in situ moulding of large parts of a structure
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
    • E04B1/167—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with permanent forms made of particular materials, e.g. layered products
    • E04B1/168—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with permanent forms made of particular materials, e.g. layered products flexible
    • E04B1/169—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with permanent forms made of particular materials, e.g. layered products flexible inflatable

Definitions

  • the invention relates to a method for producing a building according to the preamble of claim 1.
  • Methods for producing structures using foils and the use of a flowable construction material are known, for example, from NL-B-15 17 67.
  • a film is used which corresponds to the desired dome-shaped shape of the building to be constructed, the film being covered with the building material and then the film and the building material being inflated together. It is obvious that such a procedure is extremely energy and energy-consuming, and it cannot be ensured that a uniform layer of material is achieved in all areas of the dome thus created.
  • the invention has for its object to provide a method based on the generic procedure, in which the bulging of the outer film need not be feared and therefore faster and easier construction of buildings is possible.
  • the invention proposes casting a floor slab onto which an inner film corresponding to the desired shape of the building is then placed on the inside, which is firmly anchored to the floor slab and which is under an overpressure, for example 150 to 600 bar (1500 to 6000 mm water column).
  • an overpressure for example 150 to 600 bar (1500 to 6000 mm water column).
  • the outer film is then arranged in an airtight and watertight manner on the base plate and poured into the space between the inner and outer film of the building material, and it has surprisingly been found that the outer film is expanded completely uniformly, so that same wall thicknesses can be achieved in all areas of the building. Only for safety reasons can the outer film be held at its summit by an appropriate holding device, such as a crane or the like, so that the outer film is prevented from being pushed away in the event of greater wind strengths.
  • the base plate can be cast within a base ring, which can also consist of a plastic tube, which is under positive pressure and which creates the outer contour of the building, whereby the outer foil can be firmly and sealed on the outside of this base ring.
  • the base plate is anchored, for example by appropriate ground anchors or the like, and the inner film is firmly connected to the base plate, this connection simultaneously serving to seal the inner film on the base plate.
  • Anchoring can take place inside or outside the floor slab.
  • the base plate can be fixed in the usual way by steel reinforcements. However, according to the invention it is also possible to pour the floor slab onto a film which is equipped with loop-like projections which project upwards and which then simultaneously form the reinforcement of the floor slab.
  • Similar loop-like projections and boards can be provided on the outside of the inner film and on the inside of the outer film, in order to achieve anchoring of the construction material to be poured in.
  • 1 denotes a base plate cast from concrete, which rests, for example, on a base sheet 2 and whose outer boundaries are formed by a base ring 3.
  • the bottom ring 3 can consist of an inflatable tube, but also in the same way from an upwardly open U-shaped ring, which can be filled with concrete or later filled with concrete.
  • an inner film 4 is placed on the base plate, which, for example, is attached in an airtight manner in its lower wall areas which come into contact with the base plate 1, as indicated at 5 in FIG. 2.
  • the inner film 4 can connect to the base plate 1 or rest on the entire surface.
  • FIG. 2 a compressor 6 is shown in FIG. 2, which is connected via a connecting line 7 to an air supply line 8, which opens at 9 in the area of the sealed inner film 4.
  • a fan is shown at 10, so that the desired overpressure and the desired air mass can be achieved in the region of the inner film by means of these two units.
  • the outer film 11 has three filler neck 14, through which the construction material can now be filled into the space between the inner film 4 and the outer film 11, for example foam concrete or the like. It is not necessary here the space between the inner foil and the outer foil has an overpressure, but surprisingly this space adjusts evenly when filling in the building material over the entire height of the building and thus guarantees a uniform wall thickness.
  • the marginal edge region between the base plate 1 and the outer film 11 is shown on a larger scale in FIG. From this drawing, the bottom ring 3 can be seen and it can also be seen that the inner film 4 is sealed sealed in the edge region of the base plate 1, for example, corresponding rubber plates 15 and 16 can serve for sealing, which are firmly attached to the top of the base plate 1 via appropriate fasteners will.
  • an earth anchor 17 is shown, which on the one hand ensures the sealing of the inner film 2 on the base plate 1 at 5, and on the other hand guarantees the required load-bearing capacity of the base plate.
  • the inner film 4 leads over the top of the base plate 1, while in the embodiment according to FIG. 5 the inner film ends in the area of the seal 5 on the base plate 1.
  • a normal steel reinforcement 18 can also be seen in FIG. 5 and it can be seen that in this embodiment the inner film 4 is only anchored to the base plate 1, ie is not anchored into the ground. For this reason, only a simple angular hook 19 is provided.
  • the film 2 provided underneath the base plate 1 can also be equipped with loop-shaped projections 20, which provide good proof of the actual base plate.
  • Such loop-like projections can also be provided on the outside of the inner film and the inside of the outer film in order to achieve anchoring and proof of the concrete.

Description

Die Erfindung bezieht sich auf ein Verfahren zur Herstellung eines Bauwerkes gemäß dem Oberbegriff des Patentanspruches 1.The invention relates to a method for producing a building according to the preamble of claim 1.

Verfahren zur Herstellung von Bauwerken unter Verwendung von Folien und Einsatz eines fließfähigen Bauwerkstoffes sind beispielsweise aus der NL-B-15 17 67 bekannt. Bei dieser bekannten Verfahrensweise wird eine Folie eingesetzt, die der gewünschten kuppelförmigen Form des zu erstellenden Bauwerkes entspricht, wobei die Folie mit dem Bauwerkstoff abgedeckt wird und dann die Folie und der Bauwerkstoff zusammen aufgeblasen werden. Es ist offensichtlich, daß eine solche Verfahrensweise außerordentlich kraft- und energieaufwendig ist, wobei nicht sichergestellt werden kann, daß in allen Bereichen der so erstellten Kuppel eine gleichmäßige Bauwerkstoffschicht erzielt wird.Methods for producing structures using foils and the use of a flowable construction material are known, for example, from NL-B-15 17 67. In this known procedure, a film is used which corresponds to the desired dome-shaped shape of the building to be constructed, the film being covered with the building material and then the film and the building material being inflated together. It is obvious that such a procedure is extremely energy and energy-consuming, and it cannot be ensured that a uniform layer of material is achieved in all areas of the dome thus created.

Aus der US-PS 43 04 084 ist ein Verfahren zur Herstellung eines aus einer Innen- und einer Außenfolie bestehenden Bauwerkes bekannt. Die Außenfolie ist dabei so gestaltet, daß sie gleichzeitig zur Herstellung des Fundamentes des Bauwerkes herangezogen werden kann, wobei zur Erzielung einer ebenen Bodenfläche des Bauwerkes und des erforderlichen inneren Gegendrukkes, das Bauwerk zuerst mit Wasser aufgefüllt werden muß, um die Stabilität der zu erzielenden Wände zu erreichen. Außerdem ist es erforderlich, die Innenfolie durch eine entsprechende Öffnung in der Außenfolie des Bauwerkes in den Raum der Außenfolie einzusetzen. Auch diese bekannte Verfahrensweise ist insbesondere durch den Einsatz des unbedingt erforderlichen Wassers innerhalb des Bauwerkes aufwendig und nicht zur Herstellung serienmäßig zu fertigender Häuser geeignet.From US-PS 43 04 084 a method for producing a structure consisting of an inner and an outer film is known. The outer film is designed so that it can be used at the same time to produce the foundation of the building, with the building first having to be filled with water in order to achieve a flat floor surface of the building and the required internal counterpressure, in order to ensure the stability of the walls to be achieved to reach. In addition, it is necessary to insert the inner film into the space of the outer film through a corresponding opening in the outer film of the building. This well-known procedure is particularly complex due to the use of the absolutely necessary water within the building and is not suitable for the production of houses to be mass-produced.

Aus der gattungsbildenden NL-A-83 01 971 ist ein Verfahren bekannt, bei welchem der Raum zwischen Innen- und Außenfolie aufgeblasen wird. Bei dieser bekannten Arbeitsweise konnte ein Ausbauchen der Außenfolie in Bezug auf die Innenfolie auftreten.From the generic NL-A-83 01 971 a method is known in which the space between the inner and outer film is inflated. In this known mode of operation, the outer film could bulge in relation to the inner film.

Der Erfindung liegt die Aufgabe zugrunde, ausgehend von der gattungsbildenden Verfahrensweise, ein Verfahren zu schaffen, bei welchem das Ausbauchen der Außenfolie nicht befürchtet werden muß und daher ein schnelleres und einfacheres Erstellen von Gebäuden möglich ist.The invention has for its object to provide a method based on the generic procedure, in which the bulging of the outer film need not be feared and therefore faster and easier construction of buildings is possible.

Diese der Erfindung zugrundeliegende Aufgabe wird durch die Lehre des Hauptanspruches gelöst.This object on which the invention is based is achieved by the teaching of the main claim.

Vorteilhafte Ausgestaltungen sind in den Unteransprüchen erläutert.Advantageous configurations are explained in the subclaims.

In grundsätzlicher Abkehr von den bekannten Verfahren schlägt die Erfindung vor, eine Bodenplatte zu gießen, auf die dann eine der gewünschten Bauwerksform im Inneren entsprechende Innenfolie aufgesetzt wird, die fest auf der Bodenplatte verankert ist und die unter einem Überdruck steht, der beispielsweise 150 bis 600 bar (1500 bis 6000 mm Wassersäule) betragen kann. Um diese so stabilisierte Innenfolie wird dann luft- und wasserdicht an die Bodenplatte anschließend die Außenfolie angeordnet und in den Raum zwischen Innen- und Außenfolie der Bauwerkstoff eingegossen, wobei sich in überraschender Weise herausgestellt hat, daß ein vollkommen gleichmäßiges Aufweiten der Außenfolie erfolgt, so daß in allen Bereichen des erstellten Gebäudes gleiche Wandstärken erzielbar sind. Lediglich aus Sicherheitsgründen kann die Außenfolie an ihrem Gipfel durch eine entsprechende Haltevorrichtung gehalten werden, wie beispielsweise einem Kran od. dgl., so daß bei grösseren Windstärken ein Wegdrücken der Außenfolie vermieden wird.As a fundamental departure from the known methods, the invention proposes casting a floor slab onto which an inner film corresponding to the desired shape of the building is then placed on the inside, which is firmly anchored to the floor slab and which is under an overpressure, for example 150 to 600 bar (1500 to 6000 mm water column). Around this inner film stabilized in this way, the outer film is then arranged in an airtight and watertight manner on the base plate and poured into the space between the inner and outer film of the building material, and it has surprisingly been found that the outer film is expanded completely uniformly, so that same wall thicknesses can be achieved in all areas of the building. Only for safety reasons can the outer film be held at its summit by an appropriate holding device, such as a crane or the like, so that the outer film is prevented from being pushed away in the event of greater wind strengths.

Die Bodenplatte kann innerhalb eines Bodenringes gegossen werden, der ebenfalls aus einem Kunststoffschlauch bestehen kann, der unter Überdruck steht und der die Außenkontur des Gebäudes erstellt, wobei an diesem Bodenring außen die Außenfolie fest und abgedichtet werden kann.The base plate can be cast within a base ring, which can also consist of a plastic tube, which is under positive pressure and which creates the outer contour of the building, whereby the outer foil can be firmly and sealed on the outside of this base ring.

Die Bodenplatte wird verankert, beispielsweise durch entsprechende Erdanker od. dgl., und die Innenfolie wird fest mit der Bodenplatte verbunden, wobei diese Verbindung gleichzeitig der Abdichtung der Innenfolie an der Bodenplatte dient. Die Verankerung kann dabei inner- oder außerhalb der Bodenplatte erfolgen. Die Bodenplatte kann in üblicher Weise durch Stahlarmierungen befestigt werden. Es ist aber gemäß der Erfindung auch möglich, die Bodenplatte auf eine Folie aufzugießen, die mit nach oben vorstehenden schlingenartigen Ansätzen ausgerüstet ist, die dann gleichzeitig die Bewehrung der Bodenplatte bilden.The base plate is anchored, for example by appropriate ground anchors or the like, and the inner film is firmly connected to the base plate, this connection simultaneously serving to seal the inner film on the base plate. Anchoring can take place inside or outside the floor slab. The base plate can be fixed in the usual way by steel reinforcements. However, according to the invention it is also possible to pour the floor slab onto a film which is equipped with loop-like projections which project upwards and which then simultaneously form the reinforcement of the floor slab.

Ähnliche schlingenartige Vorsprünge und Vorstände können auf der Außenseite der Innenfolie und auf der Innenseite der Außenfolie vorgesehen werden, um dadurch eine Verankerung des einzugießenden Bauwerkstoffes zu erreichen.Similar loop-like projections and boards can be provided on the outside of the inner film and on the inside of the outer film, in order to achieve anchoring of the construction material to be poured in.

Ein Ausführungsbeispiel der Erfindung wird nachfolgend anhand der Zeichnungen erläutert.An embodiment of the invention is explained below with reference to the drawings.

Die Zeichnungen zeigen dabei in

  • Fig. 1 die erste Bauphase gemäß der Erfindung, in
  • Fig. 2 die zweite Bauphase gemäß der Erfindung mit aufgeblasener Innenfolie und in
  • Fig. 3 die dritte Bauphase gemäß der Erfindung schematisch zur Verdeutlichung der über die Innenfolie gezogenen Außenfolie, in
  • Fig. 4 in größerem Maßstab den Seitenbereich zwischen Bodenplatte, Innenfolie und Aussenfolie und in
  • Fig. 5 eine abgeänderte Ausführungsform gemäß der Darstellung in Fig. 4.
The drawings show in
  • Fig. 1 shows the first construction phase according to the invention, in
  • Fig. 2 shows the second construction phase according to the invention with inflated inner film and in
  • Fig. 3 shows the third construction phase according to the invention schematically to illustrate the outer film pulled over the inner film, in
  • Fig. 4 on a larger scale the side area between the base plate, inner film and outer film and in
  • 5 shows a modified embodiment as shown in FIG. 4.

In den Zeichnungen ist mit 1 eine aus Beton gegossene Bodenplatte bezeichnet, die beispielsweise auf einer Bodenfolie 2 aufliegt und deren Außenbegrenzungen durch einen Bodenring 3 gebildet wird. Der Bodenring 3 kann dabei aus einem aufblasbaren Schlauch bestehen, aber auch in gleicher Weise aus einem nach oben offenen U-förmigen Ring, der mit Beton ausgefüllt sein kann oder später mit Beton ausgefüllt wird. Wenn die Bodenplatte ausgehärtet ist, wird - wie dies Fig. 2 zeigt - auf die Bodenplatte eine Innenfolie 4 aufgelegt, die beispielsweise in ihren mit der Bodenplatte 1 in Berührung kommenden unteren Wandbereichen luftdicht befestigt ist, wie dies bei 5 in Fig. 2 angedeutet ist. Die Innenfolie 4 kann dabei an die Bodenplatte 1 anschließen oder auf dieser vollflächig aufliegen.In the drawings, 1 denotes a base plate cast from concrete, which rests, for example, on a base sheet 2 and whose outer boundaries are formed by a base ring 3. The bottom ring 3 can consist of an inflatable tube, but also in the same way from an upwardly open U-shaped ring, which can be filled with concrete or later filled with concrete. When the base plate is cured, - As shown in FIG. 2 - an inner film 4 is placed on the base plate, which, for example, is attached in an airtight manner in its lower wall areas which come into contact with the base plate 1, as indicated at 5 in FIG. 2. The inner film 4 can connect to the base plate 1 or rest on the entire surface.

Weiterhin ist in Fig. 2 ein Kompressor 6 dargestellt, der über eine Verbindungsleitung 7 mit einer Luftzuführungsleitung 8 in Verbindung steht, die im Inneren bei 9 im Bereich der abgedichteten Innenfolie 4 mündet. Bei 10 ist ein Gebläse dargestellt, so daß durch diese beiden Aggregate der gewünschte Überdruck und die gewünschte Luftmasse im Bereich der Innenfolie erzielbar sind.Furthermore, a compressor 6 is shown in FIG. 2, which is connected via a connecting line 7 to an air supply line 8, which opens at 9 in the area of the sealed inner film 4. A fan is shown at 10, so that the desired overpressure and the desired air mass can be achieved in the region of the inner film by means of these two units.

Wenn die Innenfolie aufgeblasen ist, beispielsweise in Abhängigkeit der Größe des Gebäudes, mit einem Überdruck von 150 bis 600 bar (1500 bis 6000 mm Wassersäule), wird über die Innenfolie eine Außenfolie 11 angeschlossen, die luft-und wasserdicht im Bereich der äußeren Randkanten der Bodenplatte 1 oder des Bodenringes 3 anschließt, so wie dies bei 12 dargestellt ist.When the inner film is inflated, for example depending on the size of the building, with an overpressure of 150 to 600 bar (1500 to 6000 mm water column), an outer film 11 is connected via the inner film, which is airtight and watertight in the area of the outer marginal edges Bottom plate 1 or the bottom ring 3 connects, as shown at 12.

Bei dem in Fig. 3 dargestellten Ausführungsbeispiel weist die Außenfolie 11 drei Einfüllstutzen 14 auf, durch die nunmehr in den Raum zwischen der Innenfolie 4 und der Außenfolie 11 der Bauwerkstoff eingefüllt werden kann, beispielsweise Schaumbeton od. dgl. Hierbei ist es nicht erforderlich, daß der Raum zwischen Innenfolie und Außenfolie einen Überdruck aufweist, sondern in überraschender Weise stellt sich dieser Raum beim Einfüllen des Bauwerkstoffes über die ganze Höhe des Gebäudes gesehen gleichmäßig ein und garantiert damit eine gleichmäßige Wandstärke.In the embodiment shown in Fig. 3, the outer film 11 has three filler neck 14, through which the construction material can now be filled into the space between the inner film 4 and the outer film 11, for example foam concrete or the like. It is not necessary here the space between the inner foil and the outer foil has an overpressure, but surprisingly this space adjusts evenly when filling in the building material over the entire height of the building and thus guarantees a uniform wall thickness.

Es kann lediglich sinnvoll sein, während des Einfüllens des Bauwerkstoffes in den Raum zwischen Innenfolie 4 und Außenfolie 11 die Außenfolie 11 an ihrem oberen Teil in dem gewünschten Abstand von der Innenfolie zu halten, um damit ggf. auftretenden seitlichen Winddrücken Rechnung zu tragen.It may only make sense to hold the outer film 11 at its upper part at the desired distance from the inner film during the filling of the construction material into the space between the inner film 4 and the outer film 11, in order to take account of any lateral wind pressures that may occur.

In größerem Maßstab ist in Fig. 4 der Randkantenbereich zwischen der Bodenplatte 1 und der Außenfolie 11 dargetellt. Aus dieser Zeichnung ist der Bodenring 3 erkennbar und weiterhin ist erkennbar, daß die Innenfolie 4 abgedichtet im Randbereich der Bodenplatte 1 festgelegt ist, wobei zur Abdichtung beispielsweise entsprechende Gummiplatten 15 und 16 dienen können, die über entsprechende Befestigungsmittel fest auf die Oberseite der Bodenplatte 1 aufgezogen werden.The marginal edge region between the base plate 1 and the outer film 11 is shown on a larger scale in FIG. From this drawing, the bottom ring 3 can be seen and it can also be seen that the inner film 4 is sealed sealed in the edge region of the base plate 1, for example, corresponding rubber plates 15 and 16 can serve for sealing, which are firmly attached to the top of the base plate 1 via appropriate fasteners will.

In Fig. 4 ist dabei ein Erdanker 17 dargestellt, der einerseits die Abdichtung der Innenfolie 2 an der Bodenplatte 1 bei 5 gewährleistet, zum andern die erforderliche Tragfähigkeit der Bodenplatte garantiert. Bei der in Fig. 4 dargestellten Ausführungsform führt die Innenfolie 4 über die Oberseite der Bodenplatte 1, während bei der Ausführungsform gemäß Fig. 5 die Innenfolie im Bereich der Abdichtung 5 an der Bodenplatte 1 endet.In Fig. 4, an earth anchor 17 is shown, which on the one hand ensures the sealing of the inner film 2 on the base plate 1 at 5, and on the other hand guarantees the required load-bearing capacity of the base plate. In the embodiment shown in FIG. 4, the inner film 4 leads over the top of the base plate 1, while in the embodiment according to FIG. 5 the inner film ends in the area of the seal 5 on the base plate 1.

Die erforderlichen Abdichtmittel zur Abdichtung der Außenfolie an dem Bodenring 3 bei 12 sind in der Zeichnung aus Übersichtlichkeitsgründen nicht dargestellt. Hier können entsprechende Spannaggregate eingesetzt werden, die zum Stand der Technik gehören.The necessary sealing means for sealing the outer film on the bottom ring 3 at 12 are not shown in the drawing for reasons of clarity. Corresponding clamping units belonging to the state of the art can be used here.

In Fig. 5 ist weiterhin eine normale Stahlarmierung 18 erkennbar und es ist erkennbar, daß bei dieser Ausführungsform die Innenfolie 4 lediglich an der Bodenplatte 1 verankert wird, also nicht ins Erdreich verankert wird. Aus diesem Grunde ist lediglich ein einfacher winkelförmiger Haken 19 vorgesehen.A normal steel reinforcement 18 can also be seen in FIG. 5 and it can be seen that in this embodiment the inner film 4 is only anchored to the base plate 1, ie is not anchored into the ground. For this reason, only a simple angular hook 19 is provided.

Anstelle der in Fig. 5 dargestellten Armierung 18 kann die unterhalb der Bodenplatte 1 vorgesehene Folie 2 auch mit schlingenförmigen Vorsprüngen 20 ausgerüstet sein, die eine gute Bewährung der eigentlichen Bodenplatte schaffen.Instead of the reinforcement 18 shown in FIG. 5, the film 2 provided underneath the base plate 1 can also be equipped with loop-shaped projections 20, which provide good proof of the actual base plate.

Derartige schlingenartige Vorsprünge können auch auf der Außenseite der Innenfolie und der Innenseite der Außenfolie vorgesehen werden, um damit eine Verankerung und Bewährung des Betons zu erreichen.Such loop-like projections can also be provided on the outside of the inner film and the inside of the outer film in order to achieve anchoring and proof of the concrete.

Claims (10)

1. Method of producing a structure using supporting sheets which consist of an inner and an outer sheet (4, 11) and whose distance from one another corresponds to the desired wall thickness of the structure, in which arrangement a baseplate (1), e.g. of concrete, corresponding to the shape of the structure in outline is produced first, then the water-tight and air-tight outer and inner sheet (4, 11) corresponding to the desired shape of the structure is arranged on this baseplate (1), the outer sheet (11) is secured in a sealing manner to the outside of the baseplate and is inflated, and finally a free-flowing structural material is introduced into the intermediate space between the inner and outer sheets (4, 11), characterized in that the inner sheet (4) put onto the baseplate (1) is inflated and the outer sheet (11) is arranged on the inflated inner sheet (4), structural material then being poured into the space between the inflated inner sheet (4) and the supported outer sheet (11).
2. Method according to Claim 1, characterized in that the inner sheet (4) and/or the outer sheet (11) is removed after the structural material poured into the intermediate space between inner sheet (4) and outer sheet (11) has hardened.
3. Method according to Claim 1, characterized in that the inner sheet (4) is secured in an air-tight manner to the baseplate (1).
4. Method according to any of Claims 1 to 3, characterized in that the inner sheet (4) is anchored in an air-tight manner to the baseplate (1 ).
5. Method according to any of the preceding Claims 1 to 3, characterized in that the inner sheet (4) is anchored in the ground below or outside the baseplate (1).
6. Method according to any of the preceding claims, characterized in that the outer sheet (11) is secured in an air-tight and water-tight manner to the outside of the base ring (3).
7. Method according to any of the preceding claims, characterized in that the baseplate (1) is equipped with a reinforcement (18, 20).
8. Method according to any of the preceding claims, characterized in that, while the structural material is being poured into the intermediate space between inner sheet (4) and outer sheet (11), the outer sheet (11) is securely held at its crown to an extent corresponding to the desired distance between inner and outer sheet.
9. Method according to any of the preceding claims, in particular according to Claim 7, characterized in that the baseplate (1) is cast on a sheet (2) which is directly or indirectly equipped with upright sling-like retaining lugs (20) which at the same time serve to reinforce the baseplate (1).
10. Method according to any of the preceding claims, characterized in that the sheet wall surfaces directed into the intermediate space between outer sheet (11) and inner sheet (4) are equipped with loops or slings representing reinforcing elements integrally connected to the sheets.
EP19860106949 1985-11-22 1986-05-22 Building construction realization method Expired - Lifetime EP0229867B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT86106949T ATE53090T1 (en) 1985-11-22 1986-05-22 PROCESS FOR MANUFACTURING A STRUCTURE.

Applications Claiming Priority (8)

Application Number Priority Date Filing Date Title
NL8503222A NL8503222A (en) 1984-11-24 1985-11-22 FOIL ANCHORING WITH AN OUTSIDE ANCHORING SYSTEM.
NL8503222 1985-11-22
NL8503223A NL8503223A (en) 1984-11-24 1985-11-22 FOILS WITH ADHESION.
NL8503220A NL8503220A (en) 1984-11-24 1985-11-22 AXIAL SYMMETRICAL CONSTRUCTIONS.
NL8503221 1985-11-22
NL8503220 1985-11-22
NL8503221A NL8503221A (en) 1984-11-24 1985-11-22 FOIL ANCHORING WITH INDOOR ANCHORING SYSTEM.
NL8503223 1985-11-22

Publications (2)

Publication Number Publication Date
EP0229867A1 EP0229867A1 (en) 1987-07-29
EP0229867B1 true EP0229867B1 (en) 1990-05-23

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ID=27483849

Family Applications (1)

Application Number Title Priority Date Filing Date
EP19860106949 Expired - Lifetime EP0229867B1 (en) 1985-11-22 1986-05-22 Building construction realization method

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EP (1) EP0229867B1 (en)
DE (1) DE3671492D1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NO330979B1 (en) * 2008-07-11 2011-08-29 Rofi Gruppen As Container tent for the accommodation of personnel or storage of equipment especially in combat zones

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1346508A (en) * 1961-11-28 1963-12-20 Method and device for the construction of buildings
US3909992A (en) * 1974-03-18 1975-10-07 Us Navy Inflatable ice igloo
DE2811944A1 (en) * 1978-03-18 1979-09-27 Guenter Mueller Moulded synthetic resin concrete domes esp. hemispherical tank halves - made in mould with collapsible inner wall so concrete does not crack during shrinkage on setting
NL8301971A (en) * 1983-06-02 1985-01-02 Schelfhorst Hendrik W Double walled inflatable building - has inner and outer foil shells and cavity filled with setting material

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NO330979B1 (en) * 2008-07-11 2011-08-29 Rofi Gruppen As Container tent for the accommodation of personnel or storage of equipment especially in combat zones

Also Published As

Publication number Publication date
DE3671492D1 (en) 1990-06-28
EP0229867A1 (en) 1987-07-29

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