EP0059702A1 - Foundation, especially for single-storey buildings without cellar - Google Patents

Foundation, especially for single-storey buildings without cellar Download PDF

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Publication number
EP0059702A1
EP0059702A1 EP82890018A EP82890018A EP0059702A1 EP 0059702 A1 EP0059702 A1 EP 0059702A1 EP 82890018 A EP82890018 A EP 82890018A EP 82890018 A EP82890018 A EP 82890018A EP 0059702 A1 EP0059702 A1 EP 0059702A1
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Prior art keywords
piles
prefabricated
beams
foundation
ground
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German (de)
French (fr)
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EP0059702B1 (en
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Hannes Dipl.-Ing. Schreier
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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
    • E04B1/0007—Base structures; Cellars
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/01—Flat foundations
    • E02D27/02—Flat foundations without substantial excavation

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  • the invention relates to a foundation for, in particular, single-storey buildings not having a basement, consisting of prefabricated piles reaching into the frost-free depth and protruding above the ground, either offset in pre-drilled holes or made of in-situ concrete piles and the load-bearing precast concrete slabs or beams laid thereon.
  • strip foundations are usually provided, which extend into the frost-free depth and usually consist of concrete or lightly reinforced reinforced concrete. With appropriate soil conditions, the foundations can be concreted against the ground, but the part of the foundation projecting above the ground level must be formed on both sides.
  • Such a foundation is cost-intensive, requires a corresponding excavation of earth with removal of the excess material, a comparatively large amount of in-situ concrete for the foundations, additional formwork work and insulation of the top of the foundations.
  • ballast must be mentioned and distributed between the strip foundations, and also covered with a film and with a slightly reinforced sub-concrete layer. This is followed by a moisture barrier, a thermal insulation layer and finally the actual floor construction for the production of the floor. Overall, this results in a complex and expensive foundation, so that a full basement is often arranged, although in many cases there is no need for it.
  • the invention has for its object to provide a foundation of the type described, which is suitable for single-storey buildings of all types or for light multi-storey buildings, in particular for prefabricated houses and halls, in frost-prone areas and in areas with high groundwater levels and in built-up areas does not require excavation and removal of the resulting earth material, does not require a ballast layer or moisture insulation, considerably simplifies and simplifies work and offers full freedom of design within the floor plan.
  • the invention solves this problem in that the space between the piles below the surrounding walls of the building is covered on the outside by board-like finished parts which are vertically movable against the piles or the precast ceiling or the beams and on the inside by flexible thermal insulation strips.
  • the space between the structural parts resting on the piles and the ground is thus secured by two seals.
  • the sewage system can be laid open in the frost-protected free space under the floor.
  • the manual work on the Construction site is reduced to a minimum, since it is limited to lifting the topsoil, drilling the pile holes, moving and ramming the prefabricated piles or manufacturing the in-situ concrete piles and installing the covers or frost protection.
  • the water balance of the soil is not disturbed, there are no sealing problems and no unnecessary cellar space is created, which causes costs that should be better spent on expanding the living space.
  • the manufacturer of the prefabricated components can also manufacture and deliver all of the finished parts for the foundation. No foundation formwork is required at the construction site and there is no risk of damage to the building due to frost elevations, whereby adverse frost influences on a foundation or on the building are also eliminated. Finally, easy disassembly is possible.
  • the board-like finished parts with a wedge-shaped, tapering cross-section have an inclined outer surface and a lower surface lowering towards the piles and the like with their lower part in the ground. are embedded, so that the board-like prefabricated parts are pressed by the pressure of the soil independently on the piles or on the ceiling or the beams and no special attachment is required.
  • the upper edge of the board-like parts are according to the invention Pre-fabricated parts with cover bars or cover plates provided across the game.
  • the thermal insulation strips are attached to the top of the beams or prefabricated part ceilings and lie on the ground like an apron like a skirt, so that a good seal is achieved and the flexibility is ensured in the event of frost rises.
  • FIG. 1 shows a foundation of a building in vertical section along the line II of FIG. 2
  • FIG. 2 shows an associated plan view with the outer wall removed and the floor construction omitted
  • FIG. 3 shows another foundation in a representation corresponding to FIG. 1, and 4 a further embodiment variant also in vertical section.
  • Ready-made piles 2 are inserted in boreholes 1, rammed and poured with in-situ concrete.
  • the prefabricated piles 1 protrude so far above the construction base 3 produced by lifting off the topsoil that the required frost-freeness results for the structure to be put on.
  • Edge beams 4, which have a shoulder in the pile area, lie on the finished piles 2.
  • the edge beams 4 have cutouts 5 through which steel brackets 6 anchored in the prefabricated piles 2 project upwards.
  • Cover beams 7 are laid on the edge beams 4, in which the brackets 6 also engage, so that by potting the corresponding recesses 5, a firm connection of the piles 2 with the edge beams 4 and the cover beams 7 is achieved.
  • the trench 9 surrounding trench 9 and engage with a wedge-shaped, tapering upward cross-section has an inclined outer surface and a lower surface that slopes towards the prefabricated piles 2.
  • the space between the prefabricated piles 2 and the edge beams 4 is covered on the inside by flexible insulation strips 10, which are fastened to the cover beams 7 at the top and abut the base 3 in the manner of an apron. With 11 further insulation strips are designated. If the thermal insulation strips 10 and 11 are fastened, a reinforced concrete ceiling panel 12 with a thermal insulation layer 13 previously attached to it can be laid, whereupon the outer wall 14, any desired inner walls and a floor construction 15 are moved.
  • FIG. 3 differs from that according to FIGS. 1 and 2 essentially in that, instead of edge beams 4 and ceiling panels 12, a reinforced concrete cassette panel 16 with casting recesses 5 'is provided for the steel bracket 6.
  • the cover beams 7 are replaced by cover plates 17 with Kittfugai18.
  • Fig. 4 shows a hall foundation. A ceiling construction is missing here, and a prefabricated cable duct fitting 19 is provided following the thermal insulation strips 10 '. There is a corresponding curling 20 on the building base 3, on which the hall floor 21 is applied.

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
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Abstract

1. A foundation for buildings having no cellar, particularly for single-stored buildings, comprising prefabricated piles (2) placed in predrilled earth holes (1) or piles of cast-in-situ concrete formed by pouring concrete into the earth holes, which piles extend into a frost-free depth and protrude from the ground, and load-carrying prefabricated floor elements (16) or beams (4) placed on said piles, characterized in that the space between the piles (2) is covered below the enclosing walls (14) of the building on the outside by boardlike prefabricated elements (8) which are vertically movable and contact the piles (2) or the prefabricated floor (16) or the beams (4) and on the inside by flexible heat-insulating strips (10, 10').

Description

Die Erfindung bezieht sich auf eine Gründung für insbesondere eingeschoßige, nicht unterkellerte Bauwerke, bestehend aus in frostfreie Tiefe reichenden und über den Erdboden vorstehenden, entweder in vorgebohrten Erdlöchern versetzten Fertigpfählen oder durch Ausbetonieren der Erdlöcher hergestellten Ortbetonpfählen und aus darauf verlegten tragenden Fertigteildecken bzw. Balken.The invention relates to a foundation for, in particular, single-storey buildings not having a basement, consisting of prefabricated piles reaching into the frost-free depth and protruding above the ground, either offset in pre-drilled holes or made of in-situ concrete piles and the load-bearing precast concrete slabs or beams laid thereon.

Für insbesondere eingeschoßige Bauwerke werden bisher, soferne sie nicht unterkellert sind, meist Streifenfundamente vorgesehen, die in frostfreie Tiefe reichen und in der Regel aus Beton oder leicht bewehrtem Stahlbeton bestehen. Bei entsprechenden Bodenverhältnissen können zwar die Fundamente gegen das Erdreich betoniert werden, der über das Bodenniveau ragende Fundamentteil muß aber beiderseits geschalt werden. Eine solche Gründung ist lohnintensiv, erfordert einen entsprechenden Erdaushub mit Abtransport des überschüssigen Materials, eine vergleichsweise große Menge Ortbeton für die Fundamente, zusätzliche Schalarbeiten und eine Isolierung der Oberseiten der Fundamente. Außerdem muß nach dem Abhub des Mutterbodens und der Herstellung der Streifenfundamente Rollschotter angeführt und zwischen den Streifenfundamenten verteilt, ferner mit einer Folie und mit einer gegebenenfalls leicht bewehrten Unterbetonschicht abgedeckt werden. Darauf kommt dann zur Herstellung des Fußbodens eine Feuchtigkeitssperre, eine Wärmedämmschicht und schließlich erst die eigentliche Bodenkonstruktion. Insgesamt ergibt sich also eine aufwendige und teure Gründung, so daß häufig eine volle Unterkellerung angeordnet wird, obwohl in vielen Fällen kein Bedarf hiefür besteht.For single-storey structures in particular, so far, unless they have a basement, strip foundations are usually provided, which extend into the frost-free depth and usually consist of concrete or lightly reinforced reinforced concrete. With appropriate soil conditions, the foundations can be concreted against the ground, but the part of the foundation projecting above the ground level must be formed on both sides. Such a foundation is cost-intensive, requires a corresponding excavation of earth with removal of the excess material, a comparatively large amount of in-situ concrete for the foundations, additional formwork work and insulation of the top of the foundations. In addition, after the topsoil has been removed and the strip foundations have been produced, ballast must be mentioned and distributed between the strip foundations, and also covered with a film and with a slightly reinforced sub-concrete layer. This is followed by a moisture barrier, a thermal insulation layer and finally the actual floor construction for the production of the floor. Overall, this results in a complex and expensive foundation, so that a full basement is often arranged, although in many cases there is no need for it.

Es ist zwar auch schon bekannt, für nicht unterkellerte Bauwerke eine Gründung vorzusehen, die aus in einem gewissen Rastermaß angeordneten Pfählen und darauf verlegten Balken oder Decken besteht, jedoch handelt es sich hiebei um eine Bauweise, die in der Regel nur in durch das Gelände bedingten Ausnahmefällen angewendet wird und bei der keine Schutzmaßnahmen für den Zwischenraum zwischen der auf den Pfählen aufliegenden Konstruktion und dem Erdreich getroffen sind.Although it is already known to provide a foundation for buildings that do not have a basement, which consists of piles arranged in a certain grid dimension and beams or ceilings laid thereon, it does This is a construction method which is generally only used in exceptional circumstances due to the terrain and in which no protective measures have been taken for the space between the structure resting on the piles and the ground.

Der Erfindung liegt die Aufgabe zugrunde, eine Gründung der eingangs geschilderten Art zu schaffen, die für eingeschoßige Bauwerke aller Art oder auch für leichte mehrgeschoßige Bauten, insbesondere für Fertigteiläuser und -hallen, in frostgefährdeten Gebieten sowie in Gegenden mit hohem Grundwasserstand und in angeschüttetem Gelände geeignet ist, keinen Erdaushub und keinen Abtransport des dabei anfallenden Erdmaterials erfordert, weder eine Rollschotterschicht noch eine Feuchtigkeitsisolierung benötigt, eine beträchtliche Arbeitsvereinfachung und -erleichterung mit sich bringt und volle Gestaltungsfreiheit innerhalb des Grundrisses bietet.The invention has for its object to provide a foundation of the type described, which is suitable for single-storey buildings of all types or for light multi-storey buildings, in particular for prefabricated houses and halls, in frost-prone areas and in areas with high groundwater levels and in built-up areas does not require excavation and removal of the resulting earth material, does not require a ballast layer or moisture insulation, considerably simplifies and simplifies work and offers full freedom of design within the floor plan.

Die Erfindung löst die gestellte Aufgabe dadurch, daß der Zwischenraum zwischen den Pfählen unterhalb der Umfassungswände des Bauwerkes außen durch an den Pfählen bzw. der Fertigteildecke oder den Balken vertikal beweglich anliegende brettartige Fertigteile und innen durch flexible Wärmedämmstreifen abgedeckt ist.The invention solves this problem in that the space between the piles below the surrounding walls of the building is covered on the outside by board-like finished parts which are vertically movable against the piles or the precast ceiling or the beams and on the inside by flexible thermal insulation strips.

Der Zwischenraum zwischen den auf den Pfählen aufliegenden Konstruktionsteilen und dem Erdreich wird also durch zwei Abschlüsse gesichert. An der Außenseite durch die brettartigen Fertigteile, die, da sie vertikal beweglich angeordnet sind, erforderlichenfalls auch Frosthebungen mitmachen können. An der Innenseite erfolgt der wärmedämmende Schutz durch die flexiblen Wärmedämmstreifen, die dem Innenraum unter dem Fußboden Schutz gegen Kälte geben und Frosthebungen des Bodens ebenfalls mitmachen können. Es wird also ein guter Kälteschutz auch von unten her erzielt, und es werden Wärmeverluste an das Erdreich vermieden. Die Kanalisation kann offen im frostgeschützten freien Raum unter dem Fußboden verlegt werden. Die händische Arbeit an der Baustelle wird auf ein Minimum herabgesetzt, da sie sich auf den Abhub des Mutterbodens, das Bohren der Pfahllöcher, das Versetzen und Nachrammen der Fertigpfähle bzw. Herstellen der Ortbetonpfähle und die Anbringung der Abdeckungen bzw. des Frostschutzes beschränkt. Dabei wird der Wasserhaushalt des Erdreichs nicht gestört, es entstehen keine Dichtungsprobleme und es wird kein unnötiger Kellerraum hergestellt, der Kosten verursacht, die besser für den Ausbau der Wohnräume aufgebracht werden sollten. Während bisher beim Bauen mit Fertigteilen die Gründung von einem anderen Bauunternehmen als der Zusammenbau des Fertigteilobjektes durchgeführt wird, kann nunmehr die gesamte Erstellung des Objektes voll verantwortlich in eine Hand gelegt werden, was entsprechende wirtschaftliche und organisatorische Vorteile bietet. Der Hersteller der Fertigbauteile kann auch sämtliche Fertigteile für die Gründung herstellen und anliefern. Es ist keine Fundamentschalung an der Baustelle erforderlich und es besteht keine Gefahr einer Bauwerksschädigung durch Frosthebungen, wobei auch nachteilige Frosteinflüsse auf ein Fundament bzw. auf das Bauwerk ausgeschaltet werden. Schließlich ist sogar eine leichte Demontage möglich.The space between the structural parts resting on the piles and the ground is thus secured by two seals. On the outside through the board-like prefabricated parts, which, because they are arranged to be vertically movable, can also take part in frost rises if necessary. On the inside, the thermal insulation is provided by the flexible thermal insulation strips, which give the interior under the floor protection against the cold and can also help lift the floor. Good cold protection is also achieved from below, and heat losses to the ground are avoided. The sewage system can be laid open in the frost-protected free space under the floor. The manual work on the Construction site is reduced to a minimum, since it is limited to lifting the topsoil, drilling the pile holes, moving and ramming the prefabricated piles or manufacturing the in-situ concrete piles and installing the covers or frost protection. The water balance of the soil is not disturbed, there are no sealing problems and no unnecessary cellar space is created, which causes costs that should be better spent on expanding the living space. While the construction of precast elements was previously carried out by a construction company other than the assembly of the precast object, the entire construction of the object can now be put in one hand, which offers corresponding economic and organizational advantages. The manufacturer of the prefabricated components can also manufacture and deliver all of the finished parts for the foundation. No foundation formwork is required at the construction site and there is no risk of damage to the building due to frost elevations, whereby adverse frost influences on a foundation or on the building are also eliminated. Finally, easy disassembly is possible.

Besonders zweckmäßig ist es, wenn die brettartigen Fertigteile bei keilförmigem, sich nach oben verjüngendem Querschnitt eine schräge Außenfläche sowie eine sich zu den Pfählen hin senkende Unterfläche besitzen und mit ihrem Unterteil im Erdreich od.dgl. eingebettet sind, so daß die brettartigen Fertigteile durch den Druck des Erdreichs selbständig an die Pfähle bzw. an die Decke oder die Balken angedrückt werden und es keiner besonderen Befestigung bedarf.It is particularly useful if the board-like finished parts with a wedge-shaped, tapering cross-section have an inclined outer surface and a lower surface lowering towards the piles and the like with their lower part in the ground. are embedded, so that the board-like prefabricated parts are pressed by the pressure of the soil independently on the piles or on the ceiling or the beams and no special attachment is required.

Um ein Eindringen von Wasser bzw. Feuchtigkeit zwischen die brettartigen Fertigteile und die Pfähle bzw. Ferigteildecke oder Balken zu verhindern, ohne die vertikale Beweglichkeit der brettartigen Fertigteile zu beeinträchtigen, sind erfindungsgemäß die Oberkante der brettartigen Fertigteile mit Spiel übergreifende Abdeckbalken oder Abdeckbleche vorgesehen.In order to prevent water or moisture from penetrating between the board-like prefabricated parts and the piles or prefabricated part ceiling or beams, without impairing the vertical mobility of the board-like prefabricated parts, the upper edge of the board-like parts are according to the invention Pre-fabricated parts with cover bars or cover plates provided across the game.

Die Wärmedämmstreifen sind oben an den Balken oder Fertigteildecken befestigt und liegen unter Krümmung schürzenartig am Erdboden auf, so daß eine gute Dichtung erzielt wird und die Nachgiebigkeit bei etwaigen Frosthebungen gewährleistet ist.The thermal insulation strips are attached to the top of the beams or prefabricated part ceilings and lie on the ground like an apron like a skirt, so that a good seal is achieved and the flexibility is ensured in the event of frost rises.

Insbesondere bei Hallenbauten kann es vorteilhaft sein, wenn an die Wärmedämmstreifen innenseitig vorgefertigte Kabelkanalformstücke anschließen.In hall buildings in particular, it can be advantageous if prefabricated cable duct fittings are connected to the inside of the thermal insulation strips.

In der Zeichnung ist der Erfindungsgegenstand beispielsweise dargestellt. Es zeigen: Fig. 1 eine Gründung eines Bauwerkes im Vertikalschnitt nach der Linie I-I der Fig.2, Fig. 2 eine zugehörige Draufsicht bei abgenommener Außenwand und fortgelassener Fußbodenkonstruktion, Fig. 3 eine andere Gründung in einer der Fig. 1 entsprechenden Darstellungsweise und Fig. 4 eine weitere Ausführungsvariante ebenfalls im Vertikalschnitt.The subject matter of the invention is shown in the drawing, for example. 1 shows a foundation of a building in vertical section along the line II of FIG. 2, FIG. 2 shows an associated plan view with the outer wall removed and the floor construction omitted, FIG. 3 shows another foundation in a representation corresponding to FIG. 1, and 4 a further embodiment variant also in vertical section.

In Bohrlöchern 1 sind Fertigpfähle 2 eingesetzt, nachgerammt und mit Ortbeton vergossen. Die Fertigpfähle 1 ragen so weit über die durch Abheben des Mutterbodens hergestellte Bausohle- 3 nach oben vor, daß sich die erforderliche Frostfreiheit für das aufzusetzende Bauwerk ergibt. Auf den Fertigpfählen 2 liegen Randbalken 4, die im Pfahlbereich einen Absatz aufweisen. Die Randbalken 4 besitzen Aussparungen 5, durch die in den Fertigpfählen 2 verankerte Stahlbügel 6 aufwärtsragen. Auf den Randbalken 4 sind Abdeckbalken 7 verlegt, in die die Bügel 6 ebenfalls eingreifen, so daß durch Verguß der entsprechenden Aussparungen 5 eine feste Verbindung der Pfähle 2 mit den Randbalken 4 und den Abdeckbalken 7 erzielt ist. An den Fertigpfählen 2 bzw. den Randbalken 4 liegsiaußenseitig vertikal bewegliche brettartige Fertigteile 8 an, die mit ihrem Unterteil in einen mit Kies od.dgl. gefüllten, die Bausohle 3 umrandenden Spitzgraben 9 eingreifen und bei keilförmigem, sich nach oben verjüngendem Querschnitt eine schräge Außenfläche sowie eine sich zu den Fertigpfählen 2 hin senkende Unterfläche besitzt.Ready-made piles 2 are inserted in boreholes 1, rammed and poured with in-situ concrete. The prefabricated piles 1 protrude so far above the construction base 3 produced by lifting off the topsoil that the required frost-freeness results for the structure to be put on. Edge beams 4, which have a shoulder in the pile area, lie on the finished piles 2. The edge beams 4 have cutouts 5 through which steel brackets 6 anchored in the prefabricated piles 2 project upwards. Cover beams 7 are laid on the edge beams 4, in which the brackets 6 also engage, so that by potting the corresponding recesses 5, a firm connection of the piles 2 with the edge beams 4 and the cover beams 7 is achieved. On the prefabricated piles 2 and the edge beams 4, on the outside, vertically movable board-like prefabricated parts 8, or the like with their lower part in a gravel or the like. filled, the trench 9 surrounding trench 9 and engage with a wedge-shaped, tapering upward cross-section has an inclined outer surface and a lower surface that slopes towards the prefabricated piles 2.

Der Zwischenraum zwischen den Fertigpfählen 2 und den Randbalken 4 ist innen durch flexible Dämmstreifen 10 abgedeckt, die oben an den Abdeckbalken 7 befestigt sind und unter Krümmung schürzenartig an der Bausohle 3 anliegen. Mit 11 sind weitere Wärmedämmstreifen bezeichnet. Sind die Wärmedämmstreifen 10 und 11 befestigt, so kann eine Stahlbetondeckenplatte 12 mit vorher daran befestigter Wärmedämmschicht 13 verlegt werden, worauf die Außenwand 14, beliebig angeordnete Innenwände und eine Fußbodenkonstruktion 15 versetzt werden.The space between the prefabricated piles 2 and the edge beams 4 is covered on the inside by flexible insulation strips 10, which are fastened to the cover beams 7 at the top and abut the base 3 in the manner of an apron. With 11 further insulation strips are designated. If the thermal insulation strips 10 and 11 are fastened, a reinforced concrete ceiling panel 12 with a thermal insulation layer 13 previously attached to it can be laid, whereupon the outer wall 14, any desired inner walls and a floor construction 15 are moved.

Die Konstruktion nach Fig. 3 unterscheidet sich von jener nach den Fig. 1 und 2 im wesentlichen dadurch, daß an Stelle von Randbalken 4 und Deckenplatten 12 eine Stahlbetonkassettenplatte 16 mit Vergußaussparungen 5' für die Stahlbügel 6 vorgesehen ist. Die Abdeckbalken 7 sind durch Abdeckbleche 17 mit Kittfugai18 ersetzt.The construction according to FIG. 3 differs from that according to FIGS. 1 and 2 essentially in that, instead of edge beams 4 and ceiling panels 12, a reinforced concrete cassette panel 16 with casting recesses 5 'is provided for the steel bracket 6. The cover beams 7 are replaced by cover plates 17 with Kittfugai18.

Fig. 4 zeigt eine Hallengründung. Hier fehlt eine Deckenkonstruktion, und es ist im Anschluß an die Wärmedämmstreifen 10' ein vorgefertigtes Kabelkanalformstück 19 vorgesehen. Auf der Bausohle 3 befindet sich eine entsprechende Rollierung 20, auf der der Hallenboden 21 aufgebracht ist.Fig. 4 shows a hall foundation. A ceiling construction is missing here, and a prefabricated cable duct fitting 19 is provided following the thermal insulation strips 10 '. There is a corresponding curling 20 on the building base 3, on which the hall floor 21 is applied.

Gemäß Fig. 1 ist im freien Raum unter der Stahlbetondeckenplatte 12 ein Kanalrohr 22 frei verlegt.1, a sewer pipe 22 is freely laid under the reinforced concrete ceiling plate 12.

Claims (5)

1. Gründung für insbesondere eingeschoßige, nicht unterkellerte Bauwerke, bestehend aus in frostfreie Tiefe reichenden und über den Erdboden vorstehenden, entweder in vorgebohrten Erdlöchern versetzten Fertigpfählen oder durch Ausbetonieren der Erdlöcher hergestellten Ortbetonpfählen und aus darauf verlegten tragenden Fertigteildecken bzw. Balken, dadurch gekennzeichnet, daß der Zwischenraum zwischen den Pfählen (2) unterhalb der Umfassungswände (14) des Bauwerkes außen durch an den Pfählen (2) bzw. der Fertigteildecke (16) oder den Balken (4) vertikal beweglich anliegende brettartige Fertigteile (8) und innen durch flexible Wärmedämmstreifen (10, 101) abgedeckt ist.1.Foundation for in particular one-storey, not basement structures, consisting of deep piles reaching into the frost-free depth and protruding above the ground, either staggered in pre-drilled holes or made of in-situ concrete piles made of concrete and made of load-bearing prefabricated part ceilings or beams, characterized in that the space between the piles (2) below the surrounding walls (14) of the building on the outside by board-like prefabricated parts (8) which are vertically movably attached to the piles (2) or the prefabricated part ceiling (16) or the beams (4) and on the inside by flexible thermal insulation strips (10, 10 1 ) is covered. 2. Gründung nach Anspruch 1, dadurch gekennzeichnet, daß die brettartigen Fertigteile (8) bei keilförmigem, sich nach oben verjüngendem Querschnitt eine schräge Außenfläche sowie eine sich zu den Pfählen (2) hin senkende Unterfläche besitzen und mitihrem Unterteil im Erdreich od. dgl. eingebettet sind (Fig. 1, 3 und 4).2. Foundation according to claim 1, characterized in that the board-like prefabricated parts (8) have a wedge-shaped, upwardly tapering cross-section an inclined outer surface and a lower surface to the piles (2) and with their lower part in the ground or the like. are embedded (Fig. 1, 3 and 4). 3. Gründung nach den Ansprüchen 1 und 2, dadurch gekennzeichnet, daß die Oberkante der brettartigen Fertigteile (8) mit Spiel übergreifende Abdeckbalken (7) oder Abdeckbleche (17) vorgesehen sind (Fig. 1, 3 und 4).3. Foundation according to claims 1 and 2, characterized in that the upper edge of the board-like prefabricated parts (8) with game-covering bars (7) or cover plates (17) are provided (Fig. 1, 3 and 4). 4. Gründung nach Anspruch 1, dadurch gekennzeichnet, daß die Wärmedämmstreifen (10) oben an den Balken (7) oder Fertigteildecken (16) befestigt sind und unter Krümmung schürzenartig am Erdboden (3) aufliegen (Fig. 1 und 3).4. Foundation according to claim 1, characterized in that the thermal insulation strips (10) are attached to the top of the beams (7) or prefabricated ceilings (16) and lie in an apron-like manner on the ground (3) (Fig. 1 and 3). 5. Gründung nach Anspruch 1, dadurch gekennzeichnet, daß an die Wärmedämmstreifen (10) innenseitig vorgefertigte Kabelkanalformstücke (19) anschließen (Fig. 4).5. Foundation according to claim 1, characterized in that on the inside of the thermal insulation strips (10) prefabricated cable duct fittings (19) (Fig. 4).
EP19820890018 1981-02-19 1982-02-10 Foundation, especially for single-storey buildings without cellar Expired EP0059702B1 (en)

Applications Claiming Priority (2)

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AT744/81 1981-02-19
AT74481A AT369464B (en) 1981-02-19 1981-02-19 FOUNDATION FOR PARTICULARLY ONE-STOREY, NOT BASED CONSTRUCTIONS

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EP0059702A1 true EP0059702A1 (en) 1982-09-08
EP0059702B1 EP0059702B1 (en) 1984-07-11

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EP19820890018 Expired EP0059702B1 (en) 1981-02-19 1982-02-10 Foundation, especially for single-storey buildings without cellar

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AT (1) AT369464B (en)
DE (1) DE3260340D1 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2580011A1 (en) * 1985-04-04 1986-10-10 Bernel Maurice Method for building the foundations of a construction, formwork intended for the implementation of this method, and construction thus obtained
GB2274666A (en) * 1993-01-30 1994-08-03 Roxbury Ltd Foundation for, eg a conservatory
NL1006643C2 (en) * 1997-07-22 1999-01-25 Oeechooe Concrete slab used to form span over cellars or vaults
EP1840275A1 (en) * 2006-03-22 2007-10-03 Victor Bates Method and apparatus for providing a foundation for a building
WO2008015278A1 (en) * 2006-08-04 2008-02-07 Schwörer Haus KG Arrangement for the construction of a structure having prefabricated construction components
BE1018000A4 (en) * 2008-02-18 2010-03-02 Prefabricated insulating foundation block for buildings, has plate-shaped zone vertically positioned below insulated cavity wall, where plate-shaped zone is moisture permeable and finished with non-porous layer

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS63233120A (en) * 1987-03-19 1988-09-28 Tanaka Hoomuzu:Kk Foundation work for wooden building
AT387812B (en) * 1987-05-27 1989-03-28 Braunstein Josef Foundation

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR954719A (en) * 1950-01-05
DE1137693B (en) * 1960-06-18 1962-10-04 Hyresgaesternas Sparkasse Och Foundation apron for cellar-free houses
FR1413829A (en) * 1963-11-29 1965-10-08 Foundation of a construction
GB1201498A (en) * 1967-09-29 1970-08-05 Tarmac Building Ltd Improvements in or relating to industrialised building systems
CH517873A (en) * 1970-05-05 1972-01-15 Liebermann Josef Buildings made from prefabricated structural elements
US4009542A (en) * 1976-02-25 1977-03-01 Hutton Developments Ltd. Footings and foundations for building
GB2028906A (en) * 1978-08-16 1980-03-12 Ankarswedshus Ab Foundation Beam and Mould for Casting Same

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR954719A (en) * 1950-01-05
DE1137693B (en) * 1960-06-18 1962-10-04 Hyresgaesternas Sparkasse Och Foundation apron for cellar-free houses
FR1413829A (en) * 1963-11-29 1965-10-08 Foundation of a construction
GB1201498A (en) * 1967-09-29 1970-08-05 Tarmac Building Ltd Improvements in or relating to industrialised building systems
CH517873A (en) * 1970-05-05 1972-01-15 Liebermann Josef Buildings made from prefabricated structural elements
US4009542A (en) * 1976-02-25 1977-03-01 Hutton Developments Ltd. Footings and foundations for building
GB2028906A (en) * 1978-08-16 1980-03-12 Ankarswedshus Ab Foundation Beam and Mould for Casting Same

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2580011A1 (en) * 1985-04-04 1986-10-10 Bernel Maurice Method for building the foundations of a construction, formwork intended for the implementation of this method, and construction thus obtained
GB2274666A (en) * 1993-01-30 1994-08-03 Roxbury Ltd Foundation for, eg a conservatory
GB2274666B (en) * 1993-01-30 1997-04-16 Roxbury Ltd Improvements in or relating to the erection of building structures
NL1006643C2 (en) * 1997-07-22 1999-01-25 Oeechooe Concrete slab used to form span over cellars or vaults
EP1840275A1 (en) * 2006-03-22 2007-10-03 Victor Bates Method and apparatus for providing a foundation for a building
WO2008015278A1 (en) * 2006-08-04 2008-02-07 Schwörer Haus KG Arrangement for the construction of a structure having prefabricated construction components
BE1018000A4 (en) * 2008-02-18 2010-03-02 Prefabricated insulating foundation block for buildings, has plate-shaped zone vertically positioned below insulated cavity wall, where plate-shaped zone is moisture permeable and finished with non-porous layer

Also Published As

Publication number Publication date
AT369464B (en) 1983-01-10
DE3260340D1 (en) 1984-08-16
ATA74481A (en) 1982-05-15
EP0059702B1 (en) 1984-07-11

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