DE202004003071U1 - Roof slab module for use in a building, has displacement bodies arranged and supported between armoring truss booms using rods, in which border of linear set displacement bodies are arranged in self-supporting manner - Google Patents
Roof slab module for use in a building, has displacement bodies arranged and supported between armoring truss booms using rods, in which border of linear set displacement bodies are arranged in self-supporting manner Download PDFInfo
- Publication number
- DE202004003071U1 DE202004003071U1 DE200420003071 DE202004003071U DE202004003071U1 DE 202004003071 U1 DE202004003071 U1 DE 202004003071U1 DE 200420003071 DE200420003071 DE 200420003071 DE 202004003071 U DE202004003071 U DE 202004003071U DE 202004003071 U1 DE202004003071 U1 DE 202004003071U1
- Authority
- DE
- Germany
- Prior art keywords
- displacement bodies
- self
- rods
- armoring
- border
- 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.)
- Expired - Lifetime
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
- E04B5/18—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members
- E04B5/19—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members the filling members acting as self-supporting permanent forms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/326—Floor structures wholly cast in situ with or without form units or reinforcements with hollow filling elements
- E04B5/328—Floor structures wholly cast in situ with or without form units or reinforcements with hollow filling elements the filling elements being spherical
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
- E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
Abstract
Description
Die Erfindung betrifft ein Flachdeckenmodul bestehend aus mehreren gleich beabstandeten geschlossenen Verdrängungskörpern, von denen jeder in einem Gitterwerk aus Stäben eingefangen ist.The invention relates to a flat ceiling module of several equally spaced closed displacement bodies, from each of which is trapped in a lattice of bars.
In dem Dokument
Das Dokument
Für die Herstellung einer Flachdecke ist die Verwendung von speziell angefertigten Listenmatten erforderlich. Dies bedingt entweder das Vorhandensein einer Listenmattenschweißanlage im Fertigteilwerk oder die Beschaffung von vergleichsweise teuren Listenmatten von einem externen Mattenhersteller. Weiterhin werden angepasste Gitterträger benötigt, welche genau zwischen die untere und die obere Bewehrung eingefügt werden müssen. Da die Hohlkörper mit der tragenden Bewehrung und den Gitterträgern eine Einheit bilden, ist nur eine projektbezogene Herstellung möglich. Das bedeutet, dass für jede herzustellende Flachdeckenart ein separat dimensioniertes und berechnetes Gitterwerk angefertigt werden muss.For the manufacture of a flat ceiling is the use of special prepared list mats required. This requires either that Presence of a list mesh welding system in the precast plant or the procurement of comparatively expensive list mats from one external mat manufacturer. Adapted lattice girders are also required, which inserted exactly between the lower and the upper reinforcement have to. Because the hollow body form a unit with the load-bearing reinforcement and the lattice girders only project-related production possible. That means for everyone to manufacture Flat ceiling type a separately dimensioned and calculated latticework must be made.
Der Erfindung liegt demgegenüber die Aufgabe zugrunde, das eingangs genannte Flachdeckenmodul zu vereinfachen.The invention is in contrast The task is to simplify the flat ceiling module mentioned at the beginning.
Dazu ist bei dem genannten Flachdeckenmodul nach der Erfindung vorgesehen, dass eine Leiste aus dem Gittenwrerk mit einer linearen Reihe der Verdrängungskörper von den statischen und dynamischen Eigenschaften der Flachdecke unabhängig und selbsttragend ist. Die Erfindung entkoppelt die Funktion der Betonverdrängung durch die Verdrängungskörper von der tragenden Funktion der Bewehrung. Die Erfindung wird damit von den Eigenschaften des jeweiligen Projekts unabhängig und ermöglicht unter Verzicht auf Listenmatten eine rationelle Herstellung von Standardmoduln, die auf der Baustelle oder schon im Fertigteilwerk nur noch auf die gewünschte Länge abgelängt werden müssen. Die Dimensionierung der das Gitterwerk bildenden Stäbe bestimmt sich damit nur dadurch, dass das Modul mit den relativ leichten Verdrängungskörpern selbsttragend bleibt. Das Modul hat daher relativ geringes Gewicht und kann mit leichtem Geschirr manipuliert werden. Das erfindungsgemäße Modul wird einfach auf das fertig berechnete Flachdeckenbrett aufgelegt und gegebenenfalls mit der Bewehrung nur insoweit verbunden, als dies zur Lagefixierung des Moduls erforderlich ist. Schweißarbeiten sind dazu weder im Fertigteilwerk noch an der Baustelle notwendig. Erfordert ein Flachdeckenbrett das Auflegen mehrerer paralleler Module, müssen diese untereinander nicht verbunden sein. Die Stäbe können aus Baustahl oder auch aus Kunststoff bestehen. Anschließend wird das Modul oder werden die Module und das Flachdeckenbrett zusammen mit Beton vergossen. Die Verdrängungskörper können entweder aus Hohlkörpern wie etwa Hohlkugeln, hohle Ellipsoide oder hohle Quader oder hohle Würfel aus beispielsweise Kunststoff, oder aus einem Vollmatenal der genannten geometrischen Figuren bestehen, das wesentlich leichter als Beton ist.This is with the flat ceiling module mentioned according to the invention provided that a bar from the Gittenwrerk with a linear series of displacers from the static and dynamic properties of the flat ceiling is independent and self-supporting. The invention decouples the function of the concrete displacement the displacers of the supporting function of the reinforcement. The invention is thus of independent of the properties of the respective project and enables under Dispensing with list mats, rational production of standard modules, on the construction site or in the precast plant only on the desired Length can be cut to length have to. The Dimensioning of the bars forming the lattice is only determined in that the module with the relatively light displacement bodies is self-supporting remains. The module is therefore relatively light and can be used light dishes can be manipulated. The module according to the invention is simply placed on the calculated flat ceiling board and possibly only connected to the reinforcement insofar as this is necessary to fix the module. welding are neither necessary in the precast plant nor at the construction site. Requires a flat ceiling board to place several parallel ones Modules, must these are not connected to each other. The rods can be made of structural steel or also are made of plastic. Then the module will be or pour the modules and the flat ceiling board together with concrete. The displacers can either be made from hollow such as hollow spheres, hollow ellipsoids or hollow cuboids or hollow ones cube made of plastic, for example, or from a solid material of the named Geometric figures exist, which is much lighter than concrete is.
Das erfindungsgemäße Modul kann in der Weise ausgestaltet sein, dass es mehrere parallele Leisten aufweist, die untereinander zur Fixierung der relativen Lage zueinander verbunden sind. Die Querschnittsform des Gittenwrerks kann zweckmäßig der Lage der jeweiligen Bewehrung für das Flachdeckenbrett angepasst werden, um das Modul oder die Module bequem an der Bewehrung fixieren zu können.The module according to the invention can in this way be designed such that it has a plurality of parallel strips which connected to each other to fix the relative position to each other are. The cross-sectional shape of the Gittenwrerks can expediently be the location the respective reinforcement for the flat ceiling board can be adjusted to the module or modules to be able to be conveniently attached to the reinforcement.
Im Übrigen sind vorteilhafte Ausführungsformen der Erfindung in den Unteransprüchen angegeben. Ausführungsbeispiele der Erfindung sind nachstehend erläutert, wobei auf die beigefügten Zeichnungen Bezug genommen wird. Es zeigen:In addition, there are advantageous embodiments of the invention in the dependent claims specified. embodiments the invention are explained below, with reference to the accompanying drawings Reference is made. Show it:
Aus einem Flachdeckenbrett
Wie
Anhand der
Die geometrischen Formen aller Stabvierecke
einer Leiste sind gleich. Sie können
sich nach der Lage der Bewehrungsstäbe richten, mit denen sie lagefixierend
verbunden werden sollen. Bei der Ausführungsform gemäß
In der Situation gemäß
Bei den
Claims (4)
Priority Applications (14)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE200420003071 DE202004003071U1 (en) | 2004-02-25 | 2004-02-25 | Roof slab module for use in a building, has displacement bodies arranged and supported between armoring truss booms using rods, in which border of linear set displacement bodies are arranged in self-supporting manner |
EP04023566A EP1568827A1 (en) | 2004-02-25 | 2004-10-04 | Method and means for manufacturing concrete elements. |
PCT/CH2005/000105 WO2005080704A1 (en) | 2004-02-25 | 2005-02-22 | Method and auxiliary agent for producing concrete elements, especially concrete semi-finished products and/or concrete surfaces, and auxiliary agent for producing concrete surfaces |
CN2005800061447A CN1926292B (en) | 2004-02-25 | 2005-02-22 | Method and auxiliary agent for producing concrete elements, especially concrete semi-finished products and/or concrete surfaces, and auxiliary agent for producing concrete surfaces |
AU2005214473A AU2005214473B2 (en) | 2004-02-25 | 2005-02-22 | Method and auxiliary agent for producing concrete elements, especially concrete semi-finished products and/or concrete surfaces, and auxiliary agent for producing concrete surfaces |
EP05706525A EP1718814A1 (en) | 2004-02-25 | 2005-02-22 | Method and auxiliary agent for producing concrete elements, especially concrete semi-finished products and/or concrete surfaces, and auxiliary agent for producing concrete surfaces |
CA002557321A CA2557321A1 (en) | 2004-02-25 | 2005-02-22 | Method and auxiliary means for producing concrete elements, particularly semi-finished concrete products and/or concrete slabs, as well as auxiliary means for producing concrete slabs |
JP2007500028A JP4723561B2 (en) | 2004-02-25 | 2005-02-22 | Method for producing concrete components, in particular concrete intermediate products and / or concrete slabs, auxiliary means for the production thereof, and auxiliary means for producing concrete slabs |
US10/598,312 US7897073B2 (en) | 2004-02-25 | 2005-02-22 | Method and auxiliary means for producing concrete elements, particularly semi-finished concrete products and/or concrete slabs, as well as auxiliary means for producing concrete slabs |
NZ549346A NZ549346A (en) | 2004-02-25 | 2005-02-22 | Method and auxiliary means for producing concrete elements, particularly semi-finished concrete products and/or concrete slabs, as well as auxiliary means for producing concrete slabs |
EA200601541A EA008297B1 (en) | 2004-02-25 | 2005-02-22 | Method and auxiliary agent for producing concrete elements, especially concrete semi-finished products and/or concrete surfaces, and auxiliary agent for producing concrete surfaces |
ZA200606823A ZA200606823B (en) | 2004-02-25 | 2006-08-16 | Method and auxiliary means for producing concrete elements, particularly semi-finished concrete products and/or concrete slabs, as well as auxiliary means for producing concrete slabs |
NO20064303A NO20064303L (en) | 2004-02-25 | 2006-09-22 | method and tool for making concrete elements, especially semi-finished products and / or surfaces and means for producing concrete surfaces |
HK07103932.8A HK1097016A1 (en) | 2004-02-25 | 2007-04-16 | Method and auxiliary agent for producing concrete elements, especially concrete semi-finished products and/or concrete surfaces, and auxiliary agent for producing concrete surfaces |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE200420003071 DE202004003071U1 (en) | 2004-02-25 | 2004-02-25 | Roof slab module for use in a building, has displacement bodies arranged and supported between armoring truss booms using rods, in which border of linear set displacement bodies are arranged in self-supporting manner |
Publications (1)
Publication Number | Publication Date |
---|---|
DE202004003071U1 true DE202004003071U1 (en) | 2004-07-15 |
Family
ID=32731312
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE200420003071 Expired - Lifetime DE202004003071U1 (en) | 2004-02-25 | 2004-02-25 | Roof slab module for use in a building, has displacement bodies arranged and supported between armoring truss booms using rods, in which border of linear set displacement bodies are arranged in self-supporting manner |
Country Status (2)
Country | Link |
---|---|
DE (1) | DE202004003071U1 (en) |
ZA (1) | ZA200606823B (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2075387A1 (en) * | 2007-12-28 | 2009-07-01 | Cobiax Technologies AG | Module for manufacturing concrete components and corresponding displacement bodies |
CN102333925A (en) * | 2008-12-31 | 2012-01-25 | 巴布黛克国际有限公司 | System and method of displacement volumes in composite members |
DE102020126633A1 (en) | 2020-10-12 | 2022-04-14 | Studio Werner Sobek Gmbh | Arrangement for integration into a component, preferably gradient component |
-
2004
- 2004-02-25 DE DE200420003071 patent/DE202004003071U1/en not_active Expired - Lifetime
-
2006
- 2006-08-16 ZA ZA200606823A patent/ZA200606823B/en unknown
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2075387A1 (en) * | 2007-12-28 | 2009-07-01 | Cobiax Technologies AG | Module for manufacturing concrete components and corresponding displacement bodies |
AU2008261163B2 (en) * | 2007-12-28 | 2012-01-19 | Cobiax Technologies (Asia) Pte Ltd | Module for the production of concrete elements and displacement body for this |
CN102333925A (en) * | 2008-12-31 | 2012-01-25 | 巴布黛克国际有限公司 | System and method of displacement volumes in composite members |
CN102333925B (en) * | 2008-12-31 | 2014-07-09 | 巴布黛克国际有限公司 | System and method of displacement volumes in composite members |
DE102020126633A1 (en) | 2020-10-12 | 2022-04-14 | Studio Werner Sobek Gmbh | Arrangement for integration into a component, preferably gradient component |
Also Published As
Publication number | Publication date |
---|---|
ZA200606823B (en) | 2007-04-25 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
R207 | Utility model specification |
Effective date: 20040819 |
|
R163 | Identified publications notified |
Effective date: 20040910 |
|
R081 | Change of applicant/patentee |
Owner name: COBIAX TECHNOLOGIES GMBH, DE Free format text: FORMER OWNER: BUBBLEDECK (DEUTSCHLAND) GMBH, 64283 DARMSTADT, DE Effective date: 20050331 |
|
R120 | Application withdrawn or ip right abandoned |
Effective date: 20050419 |