EP1842975B1 - Floor system for winter garden and ground anchor therefore - Google Patents

Floor system for winter garden and ground anchor therefore Download PDF

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Publication number
EP1842975B1
EP1842975B1 EP06405484.4A EP06405484A EP1842975B1 EP 1842975 B1 EP1842975 B1 EP 1842975B1 EP 06405484 A EP06405484 A EP 06405484A EP 1842975 B1 EP1842975 B1 EP 1842975B1
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EP
European Patent Office
Prior art keywords
floor
ground anchor
construction
conservatory
frame construction
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EP06405484.4A
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German (de)
French (fr)
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EP1842975A2 (en
EP1842975A3 (en
Inventor
Anton Guldimann
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Wigasol AG
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Wigasol AG
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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
    • E04B1/0046—Loggias
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/18—Separately-laid insulating layers; Other additional insulating measures; Floating floors
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/18—Separately-laid insulating layers; Other additional insulating measures; Floating floors
    • E04F15/182—Underlayers coated with adhesive or mortar to receive the flooring
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/18—Separately-laid insulating layers; Other additional insulating measures; Floating floors
    • E04F15/182—Underlayers coated with adhesive or mortar to receive the flooring
    • E04F15/183—Underlayers coated with adhesive or mortar to receive the flooring for areas prone to frost damage, e.g. for balconies or terraces
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/18—Separately-laid insulating layers; Other additional insulating measures; Floating floors
    • E04F15/185—Underlayers in the form of studded or ribbed plates
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22—Sockets or holders for poles or posts
    • E04H12/2207—Sockets or holders for poles or posts not used
    • E04H12/2215—Sockets or holders for poles or posts not used driven into the ground
    • E04H12/223—Sockets or holders for poles or posts not used driven into the ground with movable anchoring elements; with separately driven anchor rods

Definitions

  • the invention is in the field of conservatories, comprising system floors, according to the preamble of the independent claim.
  • FR 2 834 739 is considered to be the closest prior art.
  • Out EP 1 574 624 is a ground anchor for holding squared timbers known.
  • the ground anchor is designed as a screw anchor with a cylindrical mandrel and a helically rotating screw around or provided with a rod-shaped concrete anchor with a slight bend at the bottom.
  • the squared timbers are attached directly to the ground anchor.
  • the square timbers and the ground anchors are used to build a wooden terrace.
  • the task is to create a system floor, which can be mounted without or very little previous excavation substantially.
  • the invention is based on replacing the concrete foundations with ground anchors.
  • the ground anchors have anchoring elements which hold the ground anchor in the ground, so in the ground, essentially by means of positive engagement.
  • ground anchors can be rammed into the ground, a previous excavation can be completely or largely dispensed with.
  • ground anchors do not require potting compound, such as concrete, cement, etc.
  • Casting compounds require a certain dehydration time or curing time. This time can be saved.
  • conventional casting compounds are generally based on water and optionally other binders, which are usable only in a certain temperature range. For example, concreting at temperatures below zero degrees Celsius is not or only insufficiently possible.
  • the conservatory with system floor according to the invention can be anchored in any weather, in particular in permafrost, thanks to its use with concrete anchors.
  • no water-containing building materials are used for the entire system floor, which has a plate bottom and the plate bottom at least partially surrounding frame construction, so that the system floor in any weather, especially in permafrost, can be built.
  • the plate floor of conventional floors has a cement base, which must be poured and dried before placing a bottom plate.
  • the plate bottom is replaced by a drywall system which preferably comprises prefabricated single plates or a multi-layer prefabricated bottom plate.
  • a drywall system which preferably comprises prefabricated single plates or a multi-layer prefabricated bottom plate.
  • Such a plate may be or include, for example, a dry concrete slab or other cementitious dry slab.
  • the construction of the system floor is thus largely independent of the surrounding and in particular of the prevailing in the ground temperature conditions and excavation is limited to a small excavation depth for the frame construction and possibly even for the bottom plate introduced therein.
  • a plate bottom or a bottom plate is mainly used for the statics over the entire floor and the insulation and has a corresponding insulating layer.
  • a bottom plate is preferably thermally insulated from the frame structure and from a surrounding soil.
  • the frame construction essentially replaces a frog bar and is statically independent of the rest of the floor construction. As a result, cracking, which is triggered by different expansions, can be prevented in the plate bottom, in particular in a concrete slab.
  • a frame construction is preferably designed circumferentially around a base plate, wherein the frame construction is fastened to at least one ground anchor and possibly a building wall.
  • the system floor is special suitable for extensions such as winter gardens, but for independent small buildings, such as tool sheds, aviaries etc ..
  • FIG. 1 a section of a system floor with frame construction 1 and plate floor is shown.
  • the frame construction can be a surrounding steel frame.
  • a ground anchor 2 is attached, for example screwed or welded.
  • the plate construction which consists essentially of a base plate composed of several layers. This is in the present example of the following layers - from bottom to top - composed: a trapezoidal sheet 3, a flat sheet 4, an insulation 5, a multiple dry concrete slab 6.
  • the multiple dry concrete slab is a prefabricated dry concrete slab unit and consists of two attached to each other, preferably glued together, individual dry concrete slabs. The individual concrete slabs are offset from one another to increase an adhesive surface and to limit any cracking at joints on a single layer.
  • Individual layers or plates can be fastened to one another, in particular screwed or riveted together. This is preferably done prior to installation of the dry floor system.
  • the trapezoidal sheet with the Flat sheet connected Such connections between individual panels and the making of panel systems occurs before the construction of the system floor, so that a dry panel system is formed, which forms a drywall system together with the frame construction and the ground anchor.
  • a top (multiple) dry concrete slab is preferably not connected to other elements, such as other slabs or the frame, but laid floating. This guarantees a decoupling between frame construction and concrete floor.
  • the insulation 5 is preferably a polyurethane foam board several centimeters thick, preferably 3-8 cm, e.g. B. 6 cm.
  • the dry concrete slab 6 has a preferred thickness in the range of 1.5-5 cm, for example 2-4 cm, for example 2.5 cm.
  • bottom plate a sandwich plate as in CH No. 1976/01 described to use.
  • insulating and stabilizing layers and plates can be arranged differently, if appropriate omitted, supplemented by further layers and / or other suitable materials can be replaced.
  • Between the steel frame and bottom plate is preferably also an insulation (not shown in the figure) inserted, for example, a few millimeters to a few centimeters thicker, z. B. 1cm, insulation strips to prevent a cold bridge.
  • an insulation not shown in the figure
  • a tolerance element 7 is loosely laid, which compensates for tolerances, such as the system floor, built on the system floor structures, such as a conservatory, and / or a building to which the conservatory is grown.
  • Such Tolerance element is preferably made of plastic or wood and also prevents a cold bridge between the frame and structure.
  • the ground anchor 2 has two oppositely arranged anchoring elements 9, which are arranged in a blade-shaped or triangular manner, with the broad side facing upwards, on a tubular central anchor element. These anchoring elements 9 hold the ground anchor in the ground and anchoring the mounted on or on the ground anchor several frame construction and thus the system floor.
  • the ground anchor is preferably made of metal, such as steel, and may also be attached to a longitudinal side of the steel frame as needed.
  • the anchoring elements may be arranged flexibly, such that they can be inserted in an insertion, e.g. Crushing, the ground anchor into the ground, are close fitting to the central elements and take their splayed position only in the final anchoring position.
  • the anchoring elements via a screw mechanism, for. B a threaded rod, which passes through the central anchor element, connected to the opposite, protruding from the earth end of the armature.
  • a ground anchor is rammed into a final anchoring position in the ground.
  • the anchoring elements are pressed over the screw mechanism to the outside, to the extent that the ground anchor is firmly anchored to train in the ground.
  • an anchor also claimed with laterally projecting anchoring elements, but in particular with pending anchoring elements, much less volume as a concrete foundation, can also in an excavation for the anchor and a subsequent insertion of the anchor and dumping, to be saved significantly to Aushubarbeit.
  • anchoring elements before the introduction of the anchor projecting into the ground, for example in the final lateral position. It can be additionally ensured by a subsequent compaction of the soil in addition, that the anchoring elements are sufficiently surrounded with soil. But it is also possible to bring a ground anchor further than the final anchoring position in the ground and, if necessary, with rotation of the armature, this retract some distance to the final position.
  • the anchoring elements engage in the soil, as in a conventional ship anchor.
  • the anchoring elements may also be distributed at different heights and over the circumference of the anchor, e.g. offset, be arranged. However, they are arranged such that they are completely introduced in the assembled state of the anchor in the ground.
  • the anchoring elements may be separate elements or made in one piece with the anchor.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Floor Finish (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Building Environments (AREA)

Description

Die Erfindung liegt auf dem Gebiet von Wintergärten, welche Systemböden umfassen, gemäss dem Oberbegriff des unabhängigen Patentanspruchs. FR 2 834 739 wird als nächstliegender Stand der Technik angesehen.The invention is in the field of conservatories, comprising system floors, according to the preamble of the independent claim. FR 2 834 739 is considered to be the closest prior art.

Im Bereich von Wintergärten, welche Böden umfassen, sind Systeme bekannt, in welchen relativ umfangreiche Betonfundamente erstellt werden müssen. Dies ist entsprechend aufwendig und teuer. Nun sind aus CH 01976/01 diesbezüglich verbesserte Systemböden bekannt, in welchen lediglich Punktfundamente an den Ecken des Bodens vorgesehen sind, so dass nur kleine Bereiche ausgehoben werden müssen. Der in dieser Schrift beschriebene Systemboden beinhaltet zudem einen Stahlrahmen und eine davon thermisch und statisch unabhängige Bodenplatte. Damit wird die thermische Isolierung des Bodens vereinfacht und Rissbildungen aufgrund unterschiedlicher Ausdehnungen verhindert.In the field of conservatories, which include soils, systems are known in which relatively large concrete foundations have to be created. This is correspondingly complicated and expensive. Now are off CH 01976/01 In this respect, improved system floors are known in which only point foundations are provided at the corners of the floor, so that only small areas have to be dug. The system floor described in this document also includes a steel frame and one of them thermally and statically independent base plate. Thus, the thermal insulation of the soil is simplified and prevents cracking due to different dimensions.

Dieser Systemboden hat jedoch den Nachteil, dass auch hier noch Aushubarbeiten für die Betonfundamente ausgehoben werden müssen.However, this system floor has the disadvantage that even here excavation work for the concrete foundations must be excavated.

Aus EP 1 574 624 ist ein Bodenanker zur Halterung von Kanthölzern bekannt. Der Bodenanker ist als Schraubanker mit einem zylindrischen Dorn und einer hierum spiralförmig umlaufenden Schnecke ausgebildet oder mit einem stangenförmigen Betonanker mit einer leichten Biegung am unteren Ende versehen. Die Kanthölzer sind dabei direkt am Bodenanker befestigt. Die Kanthölzer sowie die Bodenanker werden zum Aufbau einer Holzterrasse verwendet. Out EP 1 574 624 is a ground anchor for holding squared timbers known. The ground anchor is designed as a screw anchor with a cylindrical mandrel and a helically rotating screw around or provided with a rod-shaped concrete anchor with a slight bend at the bottom. The squared timbers are attached directly to the ground anchor. The square timbers and the ground anchors are used to build a wooden terrace.

Ausgehend von diesem Stand der Technik stellt sich die Aufgabe, einen Systemboden zu schaffen, welcher im wesentlichen ohne oder nur sehr geringe vorhergehenden Aushubarbeiten montiert werden kann.Based on this prior art, the task is to create a system floor, which can be mounted without or very little previous excavation substantially.

Diese Aufgabe wird gelöst durch die Erfindung, wie sie in den Patentansprüchen definiert ist.This object is achieved by the invention as defined in the patent claims.

Die Erfindung basiert auf dem Ersetzen der Betonfundamente durch Bodenanker. Die Bodenanker weisen Verankerungselemente auf, welche den Bodenanker im Boden, also im Erdreich, im wesentlichen mittels Formschluss halten.The invention is based on replacing the concrete foundations with ground anchors. The ground anchors have anchoring elements which hold the ground anchor in the ground, so in the ground, essentially by means of positive engagement.

Da Bodenanker ins Erdreich gerammt werden können, kann auf einen vorherigen Aushub ganz oder weitestgehend verzichtet werden.Since ground anchors can be rammed into the ground, a previous excavation can be completely or largely dispensed with.

Ein weiterer Vorteil der Verwendung von Bodenanker ist, dass diese Bodenanker ohne Vergussmasse, wie beispielsweise Beton, Zement etc. auskommen. Vergussmassen benötigen eine gewisse Austrocknungszeit bzw. Aushärtungszeit. Diese Zeit kann eingespart werden. Zudem basieren herkömmliche Vergussmassen in der Regel auf Wasserbasis und gegebenenfalls noch anderen Bindemitteln, welche nur in einem bestimmten Temperaturbereich verwendbar sind. Beispielsweise ist ein Betonieren bei Temperaturen unter Null Grad Celsius nicht oder nur unzureichend möglich. Der erfindungsgemässe Wintergarten mit Systemboden kann jedoch dank der Verwendung mit Betonanker bei jeder Witterung, insbesondere auch bei Dauerfrost, verankert werden.Another advantage of using ground anchors is that these ground anchors do not require potting compound, such as concrete, cement, etc. Casting compounds require a certain dehydration time or curing time. This time can be saved. In addition, conventional casting compounds are generally based on water and optionally other binders, which are usable only in a certain temperature range. For example, concreting at temperatures below zero degrees Celsius is not or only insufficiently possible. However, the conservatory with system floor according to the invention can be anchored in any weather, in particular in permafrost, thanks to its use with concrete anchors.

In einer bevorzugten Ausführungsform werden für den gesamten Systemboden, welcher einen Plattenboden und eine den Plattenboden zumindest teilweise umgebende Rahmenkonstruktion aufweist, auch für den Plattenboden keinerlei wasserhaltige Baumaterialien verwendet, so dass der Systemboden bei jeder Witterung, insbesondere auch bei Dauerfrost, gebaut werden kann.In a preferred embodiment, no water-containing building materials are used for the entire system floor, which has a plate bottom and the plate bottom at least partially surrounding frame construction, so that the system floor in any weather, especially in permafrost, can be built.

Der Plattenboden herkömmlicher Böden weist ein Zement-Unterlagsboden auf, welcher vor einem Einbringen einen Bodenplatte gegossen und ausgetrocknet werden muss. In der bevorzugten Ausführungsform wird der Plattenboden durch ein Trockenbausystem ersetzt, welches vorzugsweise vorgefertigte einzelne Platten oder eine aus mehren Schichten vorgefertigte Bodenplatte aufweist. Eine solche Platte kann beispielsweise eine Trockenbetonplatte oder eine andere zementgebundene Trockenplatte sein oder aufweisen.The plate floor of conventional floors has a cement base, which must be poured and dried before placing a bottom plate. In the preferred embodiment, the plate bottom is replaced by a drywall system which preferably comprises prefabricated single plates or a multi-layer prefabricated bottom plate. Such a plate may be or include, for example, a dry concrete slab or other cementitious dry slab.

Der Bau des Systembodens wird somit von den umgebenden und insbesondere auch von im Erdreich herrschenden Temperaturbedingungen weitgehend unabhängig und ein Aushub beschränkt sich auf eine geringe Aushubtiefe für die Rahmenkonstruktion und gegebenenfalls noch für die darin eingebrachte Bodenplatte.The construction of the system floor is thus largely independent of the surrounding and in particular of the prevailing in the ground temperature conditions and excavation is limited to a small excavation depth for the frame construction and possibly even for the bottom plate introduced therein.

Ein Plattenboden bzw. eine Bodenplatte dient vor allem der Statik über den gesamten Boden und der Isolation und weist eine entsprechende isolierende Schicht auf. Eine Bodenplatte ist vorzugsweise von der Rahmenkonstruktion und von einem umgebenden Erdreich thermisch isoliert.A plate bottom or a bottom plate is mainly used for the statics over the entire floor and the insulation and has a corresponding insulating layer. A bottom plate is preferably thermally insulated from the frame structure and from a surrounding soil.

Die Rahmenkonstruktion ersetzt im wesentlichen einen Frostriegel und ist statisch unabhängig vom Rest der Bodenkonstruktion. Dadurch kann eine Rissbildung, die durch unterschiedliche Ausdehnungen ausgelöst wird, im Plattenboden, insbesondere in einer Betonplatte verhindert werden.The frame construction essentially replaces a frog bar and is statically independent of the rest of the floor construction. As a result, cracking, which is triggered by different expansions, can be prevented in the plate bottom, in particular in a concrete slab.

Eine Rahmenkonstruktion ist vorzugsweise umlaufend um eine Bodenplatte gestaltet, wobei die Rahmenkonstruktion an mindestens einem Bodenanker und gegebenenfalls einer Gebäudewand befestigt wird. Der Systemboden ist speziell geeignet für Anbauten wie beispielsweise Wintergärten, aber für eigenständige Kleinbauten, wie beispielsweise Geräteschuppen, Volieren etc..A frame construction is preferably designed circumferentially around a base plate, wherein the frame construction is fastened to at least one ground anchor and possibly a building wall. The system floor is special suitable for extensions such as winter gardens, but for independent small buildings, such as tool sheds, aviaries etc ..

Im Folgenden werden Ausfuhrungsbeispiele der Erfindung anhand einer Zeichnung näher beschrieben. Die Zeichnung zeigt:

  • Fig. 1 Ausschnitt einer Ausführungsform des erfindungsgemässen Systembodens
In the following exemplary embodiments of the invention will be described in more detail with reference to a drawing. The drawing shows:
  • Fig. 1 Section of an embodiment of the inventive system floor

In Figur 1 ist ein Ausschnitt eines Systembodens mit Rahmenkonstruktion 1 und Plattenboden gezeigt. Die Rahmenkonstruktion kann ein umlaufender Stahlrahmen sein. An den Ecken des Stahlrahmens ist ein Bodenanker 2 angebracht, beispielsweise angeschraubt oder angeschweisst. Vollständig oder teilweise umrahmt von der Rahmenkonstruktion 1 ist die Plattenkonstruktion, welche im wesentlichen aus einer aus mehreren Schichten zusammengesetzten Bodenplatte besteht. Diese ist im vorliegenden Beispiel aus folgenden Schichten - von unten nach hoben - zusammengesetzt: ein Trapezblech 3, ein Flachblech 4, eine Isolation 5, eine Mehrfach-Trockenbetonplatte 6. Die Mehrfach-Trockenbetonplatte ist eine vorgefertigte Trockenbetonplatteneinheit und besteht hier aus zwei aneinander befestigten, vorzugsweise miteinander verklebten, einzelnen Trockenbetonplatten. Die einzelnen Betonplatten sind gegeneinander versetzt angeordnet, um eine Klebefläche zu vergrössern und eine allfällige Rissbildung an Verbindungsstellen auf eine einzelne Schicht zu beschränken.In FIG. 1 a section of a system floor with frame construction 1 and plate floor is shown. The frame construction can be a surrounding steel frame. At the corners of the steel frame, a ground anchor 2 is attached, for example screwed or welded. Completely or partially framed by the frame construction 1 is the plate construction which consists essentially of a base plate composed of several layers. This is in the present example of the following layers - from bottom to top - composed: a trapezoidal sheet 3, a flat sheet 4, an insulation 5, a multiple dry concrete slab 6. The multiple dry concrete slab is a prefabricated dry concrete slab unit and consists of two attached to each other, preferably glued together, individual dry concrete slabs. The individual concrete slabs are offset from one another to increase an adhesive surface and to limit any cracking at joints on a single layer.

Einzelne Schichten bzw. Platten können aneinander befestigt sein, insbesondere miteinander verschraubt oder vernietet sein. Dies wird bevorzugt vor dem Einbau des Trockenbodensystems gemacht. Dabei wird beispielsweise das Trapezblech mit dem Flachblech verbunden. Solche Verbindungen zwischen einzelnen Platten und das Anfertigen von Plattensystemen geschieht vor dem Bau des Systembodens, so dass ein Trockenplattensystem gebildet wird, welches zusammen mit der Rahmenkonstruktion und den Bodenanker ein Trockenbausystem bildet. Eine oberste (Mehrfach-)Trockenbetonplatte wird vorzugsweise nicht mit weiteren Elementen, wie anderen Platten oder dem Rahmen, verbunden, sondern schwimmend verlegt. Dies garantiert eine Entkopplung zwischen Rahmenkonstruktion und Betonboden.Individual layers or plates can be fastened to one another, in particular screwed or riveted together. This is preferably done prior to installation of the dry floor system. Here, for example, the trapezoidal sheet with the Flat sheet connected. Such connections between individual panels and the making of panel systems occurs before the construction of the system floor, so that a dry panel system is formed, which forms a drywall system together with the frame construction and the ground anchor. A top (multiple) dry concrete slab is preferably not connected to other elements, such as other slabs or the frame, but laid floating. This guarantees a decoupling between frame construction and concrete floor.

Die Isolation 5 ist vorzugsweise eine mehrere Zentimeter dicke Polyurethanschaumplatte, vorzugsweise 3-8 cm, z. B. 6 cm. Die Trockenbetonplatte 6 weist eine bevorzugte Dicke im Bereich vom 1.5-5 cm, beispielsweise 2-4 cm, z.B.2.5 cm auf.The insulation 5 is preferably a polyurethane foam board several centimeters thick, preferably 3-8 cm, e.g. B. 6 cm. The dry concrete slab 6 has a preferred thickness in the range of 1.5-5 cm, for example 2-4 cm, for example 2.5 cm.

Es ist auch möglich für die Bodenplatte eine Sandwichplatte wie in CH Nr. 1976/01 beschrieben zu verwenden. Dort bildet Trapezblech, Isolation und Flachblech die Sandwichplatte, d.h. Isolation und Flachblech sind gegenüber der jetzigen Konstruktion vertauscht. Es versteht sich jedoch von selbst, dass isolierende und stabilisierende Schichten und Platten verschieden angeordnet, gegebenenfalls weggelassen, durch weitere Schichten ergänzt und/oder andere geeignete Materialien ersetzt werden können.It is also possible for the bottom plate a sandwich plate as in CH No. 1976/01 described to use. There trapezoidal sheet, insulation and flat sheet forms the sandwich panel, ie insulation and flat sheet are reversed compared to the current construction. It goes without saying, however, that insulating and stabilizing layers and plates can be arranged differently, if appropriate omitted, supplemented by further layers and / or other suitable materials can be replaced.

Zwischen Stahlrahmen und Bodenplatte ist vorzugsweise ebenfalls eine Isolation (in der Figur nicht dargestellt) eingelegt, beispielsweise ein wenige Millimeter bis wenige Zentimeter dicker, z. B. 1cm, Isolationsstreifen um eine Kältebrücke zu verhindern. Auf dem Stahlrahmen wird zudem ein Toleranzelement 7 lose verlegt, welches Toleranzen ausgleicht, beispielsweise des Systembodens, der auf den Systemboden aufgebauten Aufbauten, beispielsweise eines Wintergartens, und/oder eines Gebäudes, an das der Wintergarten angebaut wird. Ein solches Toleranzelement ist vorzugsweise aus Kunststoff oder Holz und verhindert zusätzlich eine Kältebrücke zwischen Rahmen und Aufbau.Between the steel frame and bottom plate is preferably also an insulation (not shown in the figure) inserted, for example, a few millimeters to a few centimeters thicker, z. B. 1cm, insulation strips to prevent a cold bridge. On the steel frame also a tolerance element 7 is loosely laid, which compensates for tolerances, such as the system floor, built on the system floor structures, such as a conservatory, and / or a building to which the conservatory is grown. Such Tolerance element is preferably made of plastic or wood and also prevents a cold bridge between the frame and structure.

Der Bodenanker 2 weist zwei sich gegenüberliegend angeordnete Verankerungselemente 9 auf, welche schaufelförmig oder dreieckig, mit der breiten Seite nach oben zeigend an einem rohrförmigen zentralen Ankerelement seitlich angeordnet sind. Diese Verankerungselemente 9 halten den Bodenanker im Erdreich und Verankern den am oder an den mehreren Bodenanker angebrachten Rahmenkonstruktion und damit den Systemboden. Der Bodenanker wird vorzugsweise aus Metall, beispielsweise aus Stahl, hergestellt und kann je nach Bedarf auch an einer Längsseite des Stahlrahmens angebracht sein.The ground anchor 2 has two oppositely arranged anchoring elements 9, which are arranged in a blade-shaped or triangular manner, with the broad side facing upwards, on a tubular central anchor element. These anchoring elements 9 hold the ground anchor in the ground and anchoring the mounted on or on the ground anchor several frame construction and thus the system floor. The ground anchor is preferably made of metal, such as steel, and may also be attached to a longitudinal side of the steel frame as needed.

Die Verankerungselemente können flexibel angeordnet sein, derart, dass sie bei einem Einbringen, z.B. Einrammen, des Bodenankers ins Erdreich, eng am zentralen Elementen anliegend sind und erst in der endgültigen Verankerungsposition ihre abgespreizte Position einnehmen. In einer bevorzugten Ausführungsform des Bodenankers sind die Verankerungselemente über einen Schraubmechanismus, z. B eine Gewindestange, welcher durch das zentrale Ankerelement hindurchführt, mit den gegenüberliegenden, aus der Erde ragenden Ende des Ankers verbunden. Ein Bodenanker wird in eine endgültige Verankerungsposition in die Erde gerammt. Anschliessend werden die Verankerungselemente über den Schraubmechanismus nach aussen gepresst, soweit, dass der Bodenanker gegenüber Zug im Erdreich fest verankert ist.The anchoring elements may be arranged flexibly, such that they can be inserted in an insertion, e.g. Crushing, the ground anchor into the ground, are close fitting to the central elements and take their splayed position only in the final anchoring position. In a preferred embodiment of the ground anchor, the anchoring elements via a screw mechanism, for. B a threaded rod, which passes through the central anchor element, connected to the opposite, protruding from the earth end of the armature. A ground anchor is rammed into a final anchoring position in the ground. Subsequently, the anchoring elements are pressed over the screw mechanism to the outside, to the extent that the ground anchor is firmly anchored to train in the ground.

Da ein Anker auch mit seitlich abstehenden Verankerungselementen, insbesondere aber mit anstehenden Verankerungselementen, sehr viel weniger Volumen beansprucht wie ein Betonfundament, kann auch bei einem Aushub für den Anker und einem nachträglichen Einsetzen des Ankers und Aufschütten, wesentlich an Aushubarbeit eingespart werden.Since an anchor also claimed with laterally projecting anchoring elements, but in particular with pending anchoring elements, much less volume as a concrete foundation, can also in an excavation for the anchor and a subsequent insertion of the anchor and dumping, to be saved significantly to Aushubarbeit.

Es ist auch möglich, die Verankerungselemente bereits vor dem Einbringen des Ankers ins Erdreich abstehend, beispielsweise in der endgültigen seitlichen Position, anzuordnen. Dabei kann durch eine nachträgliche Verdichtung des Erdreichs noch zusätzlich dafür gesorgt werden, dass die Verankerungselemente genügend mit Erde umgeben sind. Es ist aber auch möglich einen Bodenanker weiter als bis zur endgültigen Verankerungsposition in die Erde einzubringen und, gegebenenfalls unter Drehung des Ankers, diesen ein Stück weit in die endgültige Position zurückzuziehen. Dabei greifen die Verankerungselemente in das Erdreich, wie bei einem herkömmlichen Schiffsanker.It is also possible to arrange the anchoring elements before the introduction of the anchor projecting into the ground, for example in the final lateral position. It can be additionally ensured by a subsequent compaction of the soil in addition, that the anchoring elements are sufficiently surrounded with soil. But it is also possible to bring a ground anchor further than the final anchoring position in the ground and, if necessary, with rotation of the armature, this retract some distance to the final position. The anchoring elements engage in the soil, as in a conventional ship anchor.

Die Verankerungselemente können auch auf unterschiedlichen Höhen und über den Umfang des Ankers verteilt, z.B. versetzt, angeordnet sein. Sie sind jedoch derart angeordnet, dass sie in montiertem Zustand des Ankers vollständig im Erdreich eingebracht sind. Die Verankerungselemente können separate Elemente oder einstückig mit dem Anker gefertigt sein.The anchoring elements may also be distributed at different heights and over the circumference of the anchor, e.g. offset, be arranged. However, they are arranged such that they are completely introduced in the assembled state of the anchor in the ground. The anchoring elements may be separate elements or made in one piece with the anchor.

Claims (12)

  1. A conservatory, comprising a system floor, comprising
    - a multi-layered panelled floor in the design of a dry construction system which comprises prefabricated, individual panels or a floor panel prefabricated from several layers,
    - a frame construction (1) which is arranged peripherally around the panelled floor, characterised by
    - at least one ground anchor (2) for bringing into the earth and for anchoring the frame construction,
    wherein frame construction (1) is fastened on the at least one ground anchor (2).
  2. A conservatory according to claim 1, wherein the ground anchor (2) comprises several anchoring elements (9) which with respect to a longitudinal axis of the anchor are arranged in a laterally projecting manner.
  3. A conservatory according to claim 2, wherein the anchoring elements (9) are designed in a blade-like manner on a lowermost end of the ground anchor (2).
  4. A conservatory according to claim 3, wherein two anchoring elements (9) are attached on the ground anchor (2).
  5. A conservatory according to one of the claims 2-4, wherein several anchoring elements (9) are arranged at different heights of the ground anchor (2) and are distributed over the periphery of the ground anchor (2) in a manner such that they are completely brought into the earth in the assembled condition of the ground anchor (2).
  6. A conservatory according to one of the claims 2-5, wherein the anchoring elements (9) are arranged in a flexible manner such that they can be brought into their final anchoring position after the ground anchor (2) is in the assembled condition.
  7. A conservatory according to one of the claims 1-6, wherein the panelled floor consists essentially of a floor panel which is composed of several layers, and the floor panel comprises an insulation (5) and a dry concrete slab (6).
  8. A conservatory according to one of the claims 1-7, wherein the panelled floor consists essentially of a floor panel which is composed of several layers, and the floor panel is thermally insulated from the frame construction (1) and from surrounding earth.
  9. A conservatory according to one of the claims 1-8, wherein the panelled floor essentially consists of a floor panel which is composed of several layers, and the floor panel and the frame construction (1) are statically insulated from one another.
  10. A method for the construction of a conservatory according to one of the claims 1-9, characterised in that at least one ground anchor (2) is brought into the earth without a prior excavation for the ground anchor, that the frame construction (1) is fastened on the at least one ground anchor and that the panelled floor is incorporated into the frame construction in the form of a dry panel system
  11. A method according to claim 10, wherein exclusively prefabricated panels and layers are applied for the construction of the panelled floor.
  12. A method according to claim 10 or 11, wherein no water-containing construction materials whosoever are used for the construction of the system floor.
EP06405484.4A 2006-04-07 2006-11-16 Floor system for winter garden and ground anchor therefore Active EP1842975B1 (en)

Applications Claiming Priority (1)

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CH5722006 2006-04-07

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EP1842975A2 EP1842975A2 (en) 2007-10-10
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Also Published As

Publication number Publication date
US20070245642A1 (en) 2007-10-25
EP1842975A2 (en) 2007-10-10
US7874111B2 (en) 2011-01-25
EP1842975A3 (en) 2009-01-21

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