DE10324819A1 - A concrete plate element with a hollow concrete plate carrying two opposite shells having an intermediate shell useful for production of walls, coverings, floors, etc. of buildings - Google Patents
A concrete plate element with a hollow concrete plate carrying two opposite shells having an intermediate shell useful for production of walls, coverings, floors, etc. of buildings Download PDFInfo
- Publication number
- DE10324819A1 DE10324819A1 DE10324819A DE10324819A DE10324819A1 DE 10324819 A1 DE10324819 A1 DE 10324819A1 DE 10324819 A DE10324819 A DE 10324819A DE 10324819 A DE10324819 A DE 10324819A DE 10324819 A1 DE10324819 A1 DE 10324819A1
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- Germany
- Prior art keywords
- plate element
- concrete slab
- layer
- intermediate shell
- concrete plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Ceased
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/044—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
Abstract
Description
Die Erfindung betrifft ein Plattenelement aus Beton zur Herstellung von Wänden, Decken, Böden und dergleichen von Gebäuden mit einer zwei gegenüberliegende Schalen aufweisenden hohlen Betonplatte und einer mehrschichtigen Betonplatte.The The invention relates to a plate element made of concrete for manufacture of walls, Ceilings, floors and the like of buildings with a two opposite Hollow concrete slab with shells and a multilayer Concrete slab.
Die allgemein aus dem Stand der Technik bekannten hohlen Betonplatten wie bspw. Kaiser-Omnia-Wände haben den Nachteil, dass sie keine Zusatzfunktionen wie Wärmedämmung, Schalldämmung oder dergleichen erfüllen können. Deshalb müssen sie in einem weiteren Arbeitsgang mit entsprechenden Zusatzfunktionen ausgestattet werden. Dieser weitere Arbeitsgang erfordert jedoch zusätzlichen Zeit- und Kostenaufwand. Die ebenfalls aus dem Stand der Technik bekannten mehrschichtigen Betonplatten haben den Nachteil, dass sie eine zusätzliche statische Unterkonstruktion benötigen, wodurch ebenfalls der Gesamtaufwand beim Einsatz solcher mehrschichtigen Betonplatten erhöht wird.The hollow concrete slabs generally known from the prior art such as Kaiser Omnia walls have the disadvantage that they have no additional functions such as thermal insulation, sound insulation or to do the same can. Therefore have to in a further step with corresponding additional functions be equipped. However, this further operation requires additional Time and cost. The also from the prior art known multilayer concrete slabs have the disadvantage that an additional one need static substructure, thus also the total effort when using such multilayer Concrete slabs increased becomes.
Die Erfindung hat die Aufgabe, ein Plattenelement der eingangs genannten Art dahingehend zu verbessern, dass zukünftig die oben genannten Nachteile vermieden werden.The Invention has the task of a plate element of the aforementioned Art to improve in such a way that in future the disadvantages mentioned above be avoided.
Die Aufgabe wird durch ein Plattenelement der eingangs genannten Art gelöst, das erfindungsgemäß dadurch gekennzeichnet ist, dass eine der beiden gegenüberliegenden Schalen der hohlen Betonplatte eine Zwischenschale bildet, die gleichzeitig auch eine Schicht der mehrschichtigen Betonplatte ist. Das er findungsgemäße Plattenelement erfüllt somit gleichzeitig die Funktion der hohlen Betonplatte wie auch der mehrschichtigen Betonplatte. Da die Zwischenschale sowohl ein Bestandteil der hohlen Betonplatte als auch der mehrschichtigen Betonplatte ist, ist der Gesamtaufwand bei der Herstellung des erfindungsgemäßen Plattenelementes geringer, als wenn man die hohle Betonplatte und die mehrschichtige Betonplatte separat herstellen und dann miteinander kombinieren würde. Somit kann zukünftig eine zusätzliche Unterkonstruktion für die mehrschichtige Betonplatte entfallen, da die hohle Betonplatte gleichzeitig die statisch notwendige Unterkonstruktion für die mehrschichtige Betonplatte bildet. Ferner können zukünftig weitere Arbeitsgänge entfallen, wenn man die hohle Betonplatte um Zusatzfunktionen wie beispielsweise eine Wärmedämmung oder eine Schallabsorption erweitern möchte, da die mehrschichtige Betonplatte in einer Weiterbildung der Erfindung eine Wärmedämmschicht und/oder eine Schicht zur Schallabsorption aufweist.The Task is performed by a plate element of the type mentioned solved, this according to the invention is marked that one of the two opposite shells of the hollow Concrete slab forms an intermediate shell, which is also a Layer of the multi-layer concrete slab is. He plate element according to the invention Fulfills thus simultaneously the function of the hollow concrete slab as well the multi-layer concrete slab. Since the intermediate shell is both a Part of the hollow concrete slab as well as the multilayer Is concrete slab, is the total effort in the manufacture of the slab element according to the invention less than when you look at the hollow concrete slab and the multilayer Make the concrete slab separately and then combine them would. So in the future an additional Substructure for the multilayer concrete slab is eliminated because the hollow concrete slab at the same time the structurally necessary substructure for the multi-layer concrete slab forms. Can also future further operations omitted if you like the hollow concrete slab for additional functions for example, thermal insulation or Want to expand sound absorption, since the multilayer concrete slab in a development of the invention a thermal barrier coating and / or has a layer for sound absorption.
In einer bevorzugten Ausführungsform kann diese Wärmedämmschicht aus einem Polystyrol-Hartschaum preiswert gefertigt werden.In a preferred embodiment can this thermal barrier coating can be made inexpensively from a polystyrene rigid foam.
Zweckmäßigerweise weist die hohle Platte einen Gitterträger, der die Zwischenschale und die ihr gegenüberliegende Schale miteinander verbindet, auf. Dieser Gitterträger kann sowohl in die Zwischenschale als auch in die ihr gegenüberliegende Schale einbetoniert sein. Somit ist die hohle Platte ein sich selbsttragendes Bauelement.Conveniently, the hollow plate has a lattice girder that supports the intermediate shell and the one opposite to it Shell connects to each other. This lattice girder can both in the intermediate shell and in the opposite one Be concreted. The hollow plate is therefore self-supporting Component.
Ein Zwischenraum zwischen der Zwischenschale und der ihr gegegenüberliegenden Schale kann vor Ort auf der Baustelle mit Beton ausgefüllt werden. Auf diese Weise werden mehrere anein ander gereihte erfindungsgemäße Plattenelemente durch einen gemeinsamen Betonkern miteinander verbunden.On Space between the intermediate shell and the one opposite it Shell can be filled with concrete on site at the construction site. In this way, several plate elements according to the invention are lined up with one another a common concrete core connected.
Die Zwischenschale kann in einer bevorzugten Ausführungsform eine Tragschicht der mehrschichtigen Betonplatte zur Aufnahme der Wärmedämmschicht und/oder der schallabsorbierenden Schicht bilden. Somit erfüllt die Zwischenschale als gemeinsamer Bestandteil der hohlen Betonplatte und der mehrschichtigen Betonplatte mehrere Funktionen, da sie gemeinsamer Bestandteil sowohl der hohlen Betonplatte wie auch der mehrschichtigen Betonplatte und gleichzeitig auch Tragschicht für die auf ihr angebrachten Wärmedämmschichten und/oder Schallabsorptionsschichten ist.The In a preferred embodiment, the intermediate shell can have a base layer the multi-layer concrete slab to accommodate the thermal insulation layer and / or form the sound absorbing layer. Thus the Intermediate shell as a common component of the hollow concrete slab and the multi-layer concrete slab have multiple functions as they are common Part of both the hollow concrete slab and the multi-layer concrete slab and at the same time also a base course for those attached to it Thermal insulation layers and / or Sound absorption layers is.
Zum Schutz der Wärmedämmschicht und/oder der Schallabsorptionsschicht kann die mehrschichtige Betonplatte eine Vorsatzschale aufweisen, die auf die Wärmedämmschicht und/oder die Schallabsorptionsschicht aufgesetzt werden kann.To the Protection of the thermal insulation layer and / or the sound absorption layer can be the multi-layer concrete slab have a facing, which on the heat insulation layer and / or the sound absorption layer can be put on.
Um die Vorsatzschale zuverlässig mit der Zwischenschale zu verbinden, kann die Vorsatzschale mittels Verbundankern mit der Zwischenschale verbunden werden.Around the facing shell reliably to connect to the intermediate shell, the facing shell can be connected using Composite anchors are connected to the intermediate shell.
Wegen der hervorragenden Festigkeitswerte von Edelstahl oder glasfaserverstärkten Materialien, können die Verbundanker aus Edelstahl oder aus einem glasfaserverstärktem Material, insbesondere aus einem glasfaserverstärktem Kunststoff hergestellt sein.Because of The excellent strength values of stainless steel or glass fiber reinforced materials, can Composite anchors made of stainless steel or a glass fiber reinforced material, in particular made of a glass fiber reinforced plastic his.
In einer bevorzugten Ausführungsform sind die Verbundanker in einem bestimmten Rastermaß angeordnet, wobei das Rastermaß bestimmte statische Anforderungen erfüllt.In a preferred embodiment the composite anchors are arranged in a certain grid dimension, the grid size determined static requirements met.
Optimal bezüglich der statischen Anforderungen und einer möglichst geringen Anzahl an Verbundankern ist es, wenn das Rastermaß 40 cm × 40 cm beträgt.Optimal in terms of the static requirements and the smallest possible number It is anchored when the grid dimensions are 40 cm × 40 cm.
Nachfolgend wird ein Ausführungsbeispiel eines erfindungsgemäßen Plattenelementes anhand der beiliegenden Zeichnungen näher erläutert.following is an embodiment of a plate element according to the invention explained in more detail with reference to the accompanying drawings.
Im Einzelnen zeigen:in the Show individual:
- 1010
- Plattenelementpanel member
- 1111
- Zwischenschaleintermediate shell
- 1212
- Hohle BetonplatteCave concrete slab
- 1313
- Mehrschichtige Betonplattemultilayer concrete slab
- 1414
- SchaleBowl
- 1515
- Gitterträgergirder
- 1616
- Hohlraumcavity
- 1717
- Wärmedämmschichtthermal barrier
- 1818
- Vorsatzschalefurring
- 2020
- VerbundankerXings
Claims (11)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10324819A DE10324819A1 (en) | 2003-03-17 | 2003-06-02 | A concrete plate element with a hollow concrete plate carrying two opposite shells having an intermediate shell useful for production of walls, coverings, floors, etc. of buildings |
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10311866 | 2003-03-17 | ||
DE10311866.7 | 2003-03-17 | ||
DE10324819A DE10324819A1 (en) | 2003-03-17 | 2003-06-02 | A concrete plate element with a hollow concrete plate carrying two opposite shells having an intermediate shell useful for production of walls, coverings, floors, etc. of buildings |
Publications (1)
Publication Number | Publication Date |
---|---|
DE10324819A1 true DE10324819A1 (en) | 2004-10-14 |
Family
ID=32980613
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DE10324819A Ceased DE10324819A1 (en) | 2003-03-17 | 2003-06-02 | A concrete plate element with a hollow concrete plate carrying two opposite shells having an intermediate shell useful for production of walls, coverings, floors, etc. of buildings |
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DE (1) | DE10324819A1 (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102007004573A1 (en) * | 2007-01-24 | 2008-08-07 | Construction Systems Marketing Ltd., Mansfield Woodhouse | Wall component for use as area closure component in industrial building, has connecting units extending over inner and outer layers and another layer, and anchor component extending from layer into inner and outer layers |
EP2199483A3 (en) * | 2008-12-16 | 2011-06-22 | TBG Transportbeton GmbH & Co.KG | Thermally insulated double wall and method for producing same |
US20130330569A1 (en) * | 2012-06-08 | 2013-12-12 | United Technologies Corporation | Thermally insulative attachment |
EP1953303B1 (en) * | 2007-01-24 | 2018-03-14 | Construction Systems Marketing Ltd. | Wall construction element, method for manufacturing a wall construction element and an anchor element for a wall construction element |
WO2020079479A1 (en) * | 2018-10-19 | 2020-04-23 | Carmine Franco Valente | Prefabricated wall panel, manufacturing method and structural system |
AU2021201069B2 (en) * | 2019-11-08 | 2022-04-07 | Norman Gordon Pask | A Construction System and Method of Use Thereof |
-
2003
- 2003-06-02 DE DE10324819A patent/DE10324819A1/en not_active Ceased
Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102007004573A1 (en) * | 2007-01-24 | 2008-08-07 | Construction Systems Marketing Ltd., Mansfield Woodhouse | Wall component for use as area closure component in industrial building, has connecting units extending over inner and outer layers and another layer, and anchor component extending from layer into inner and outer layers |
EP1953303B1 (en) * | 2007-01-24 | 2018-03-14 | Construction Systems Marketing Ltd. | Wall construction element, method for manufacturing a wall construction element and an anchor element for a wall construction element |
DE102007004573B4 (en) | 2007-01-24 | 2020-08-06 | Construction Systems Marketing Ltd. | Wall component and method for producing a wall component |
EP2199483A3 (en) * | 2008-12-16 | 2011-06-22 | TBG Transportbeton GmbH & Co.KG | Thermally insulated double wall and method for producing same |
US20130330569A1 (en) * | 2012-06-08 | 2013-12-12 | United Technologies Corporation | Thermally insulative attachment |
US9034465B2 (en) * | 2012-06-08 | 2015-05-19 | United Technologies Corporation | Thermally insulative attachment |
WO2020079479A1 (en) * | 2018-10-19 | 2020-04-23 | Carmine Franco Valente | Prefabricated wall panel, manufacturing method and structural system |
AU2021201069B2 (en) * | 2019-11-08 | 2022-04-07 | Norman Gordon Pask | A Construction System and Method of Use Thereof |
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OP8 | Request for examination as to paragraph 44 patent law | ||
8131 | Rejection |