DE202005014402U1 - Beam casing shell for concrete reinforcement, has two side plates connected with one another by curved flat steel bar clamps, and reinforcing bar spacers that project in free sides of shell and provided between two connecting units - Google Patents
Beam casing shell for concrete reinforcement, has two side plates connected with one another by curved flat steel bar clamps, and reinforcing bar spacers that project in free sides of shell and provided between two connecting units Download PDFInfo
- Publication number
- DE202005014402U1 DE202005014402U1 DE200520014402 DE202005014402U DE202005014402U1 DE 202005014402 U1 DE202005014402 U1 DE 202005014402U1 DE 200520014402 DE200520014402 DE 200520014402 DE 202005014402 U DE202005014402 U DE 202005014402U DE 202005014402 U1 DE202005014402 U1 DE 202005014402U1
- Authority
- DE
- Germany
- Prior art keywords
- shell
- spacers
- ring beam
- flat steel
- connecting units
- 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
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/20—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups of material other than metal or with only additional metal parts, e.g. concrete or plastics spacers with metal binding wires
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/20—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of concrete or other stone-like material, e.g. with reinforcements or tensioning members
-
- 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
- E04B2005/322—Floor structures wholly cast in situ with or without form units or reinforcements with permanent forms for the floor edges
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Description
Die Neuerung bezieht sich auf eine Ringbalkenschalung gemäß dem Oberbegriff des Anspruches 1.The Innovation relates to a Ringbalkenschalung according to the preamble of claim 1.
Eine
gattungsbildende Schalung ist in der
Die zusätzlichen Stabilisierungsbügel, die ein Aufbiegen der Randplatten bei Eingießen des Betons verhindern sollen, haben weiterhin den Effekt, dass ein Aufschwimmen der auf den Stegen der U-Bügel aufliegenden Bewehrung verhindert wird. Bei der Anordnung gemäß dieser Literaturstelle liegt die Bewehrung an den Scheiteln der Wellung der als gewellte Flachstahlbügel ausgebildeten U-förmigen Bügel an.The additional Stabilizing bracket, which should prevent bending of the edge plates when pouring the concrete, continue to have the effect of floating on the bars the U-hanger Overlying reinforcement is prevented. In the arrangement according to this Reference is the reinforcement at the crests of the corrugation the as wavy flat steel strap trained U-shaped strap.
Häufig stellt sich aber das Problem, dass für verschiedene Bauwerke unterschiedliche Abstände der Bewehrung von der Innenkante der Randplatten vorgeschrieben sind.Frequently poses but the problem is that for different Structures of different distances Reinforcement of the inner edge of the edge plates are prescribed.
Der Neuerung liegt die Aufgabe zugrunde, ausgehend von dem in der gattungsbildenden Literaturstelle beschriebenen Stand der Technik eine Anordnung vorzuschlagen, mit der unterschiedliche Abstände der Bewehrung von den Randplatten erreichbar sind.Of the Innovation is based on the task, starting from the in the generic Literature described prior art to propose an arrangement with the different distances the reinforcement of the edge plates can be reached.
Weiterhin liegt der Neuerung die Aufgabe zugrunde, eine Ringbalkenschalung mit Abstandshaltern zu schaffen, bei der sichergestellt ist, daß alle metallischen Elemente vom Beton ausreichend umflossen werden.Farther the innovation is based on the task, a ring beam formwork with spacers to ensure that all metallic Elements of the concrete are sufficiently flown around.
Diese der Neuerung zugrundeliegende Aufgabe wird durch die Lehre des Hauptanspruches und des Anspruches 2 gelöst, d. h. gemäß dem Hauptanspruch sind wenigstens zwischen zwei Verbindungselementen in den freien Raum der Schalung vorstehende Abstandshalter vorgesehen.These The innovation underlying task is the teaching of the main claim and claim 2, d. H. according to the main claim are at least between two fasteners in the free Room of the formwork projecting spacers provided.
Gemäß Anspruch 2 ist vorgesehen, daß wenigstens einige der Verbindungselemente unter Zwischenschaltung von Distanzelementen an die Innenseite der Randplatten anschließen.According to claim 2 is provided that at least some of the connecting elements with the interposition of spacer elements connect to the inside of the edge plates.
Mit anderen Worten ausgedrückt, wird also vorgeschlagen, dass zusätzlich zu den U-förmigen Bügel, die als Verbindungselemente die beiden Randplatten auf Distanz halten, Abstandshalter von diesen Randplatten getragen werden, die unterschiedlich weit in den zwischen den Randplatten gebildeten Raum vorstehen können.With in other words, So it is suggested that in addition to the U-shaped bracket, the as connecting elements keep the two edge plates at a distance, Spacers are worn by these edge panels that are different can project far into the space formed between the edge plates.
Diese Abstandshalter können als Metall, vorzugsweise als metallisches Winkelprofil ausgebildet sein, können aber auch aus Holz oder Kunststoff bestehen.These Spacers can be formed as a metal, preferably as a metallic angle profile, can but also made of wood or plastic.
Je nach Materialwahl können die Abstandshalter an der Innenseite der Randplatten angeklebt oder angeschraubt sein.ever according to choice of material the spacers glued to the inside of the edge plates or be screwed on.
Gemäß der Neuerung wird nunmehr in den durch die Abstandshalter bestimmten Raum der entsprechend angepassten Bewehrungskorb eingelegt und anschließend ein oder mehrere Metallbügel mit den freien Schenkelenden in die durch die Wellen des Flachstahlbügels gebildeten Hohlräume eingesetzt.According to the innovation is now in the space determined by the spacers of the inserted corresponding reinforcement cage and then a or more metal hangers with the free leg ends in the formed by the waves of the flat steel strap cavities used.
Gemäß einer weiteren Lehre der Neuerung sind wenigstens einige der Verbindungselemente als Abstandshalter ausgebildet, d. h. sie sind auf Distanzelementen angebracht, die an der Innenseite der Randplatten anschließen. Diese Distanzelemente können aus Holzfaserzement oder Kunststoff bestehen.According to one Another teaching of the innovation are at least some of the fasteners formed as a spacer, d. H. they are on distance elements attached, which connect to the inside of the edge plates. These Distance elements can made of wood fiber cement or plastic.
Hiermit wird sichergestellt, daß alle Eisen- oder Stahlteile ausreichend von Beton umflossen sind, so daß keine Korrosionserscheinungen nach außen hin auftreten können.Herewith will ensure that everyone Iron or steel parts are sufficiently infiltrated by concrete, so that no Corrosion phenomena to the outside can occur.
Ausführungsbeispiele der Neuerung werden nachfolgend anhand der Zeichnungen erläutert. Die Zeichnungen zeigen dabei inembodiments the innovation will be explained below with reference to the drawings. The painting show in
In
Die
Verbindungselemente sind als gewellte Flachstahlbügel
Zwischen
wenigstens einigen der U-förmigen
Verbindungsbügel
Nachdem
der Bewehrungskorb eingesetzt ist, wird der U-förmige Bügel
Bei
der Ausführungsform
gemäß
Claims (9)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE200520014402 DE202005014402U1 (en) | 2005-09-13 | 2005-09-13 | Beam casing shell for concrete reinforcement, has two side plates connected with one another by curved flat steel bar clamps, and reinforcing bar spacers that project in free sides of shell and provided between two connecting units |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE200520014402 DE202005014402U1 (en) | 2005-09-13 | 2005-09-13 | Beam casing shell for concrete reinforcement, has two side plates connected with one another by curved flat steel bar clamps, and reinforcing bar spacers that project in free sides of shell and provided between two connecting units |
Publications (1)
Publication Number | Publication Date |
---|---|
DE202005014402U1 true DE202005014402U1 (en) | 2006-01-12 |
Family
ID=35668980
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
DE200520014402 Expired - Lifetime DE202005014402U1 (en) | 2005-09-13 | 2005-09-13 | Beam casing shell for concrete reinforcement, has two side plates connected with one another by curved flat steel bar clamps, and reinforcing bar spacers that project in free sides of shell and provided between two connecting units |
Country Status (1)
Country | Link |
---|---|
DE (1) | DE202005014402U1 (en) |
Cited By (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102010040663A1 (en) * | 2010-06-23 | 2012-04-12 | Mako Gmbh & Co. Kg Schalungstechnik | Connection element for connecting formliners of formwork element utilized for construction of circular beams of building, has side parts for fastening formliners, where each side part includes side part corrugation in longitudinal direction |
DE102011001497A1 (en) | 2011-03-23 | 2012-09-27 | Elmenhorst Bauspezialartikel Gmbh & Co. Kg | Connecting element for structurally engineered formwork system, has connection point provided with overlap of sheet metal area of bracket with another sheet metal area of another bracket |
DE102011002241A1 (en) | 2011-04-21 | 2012-10-25 | Elmenhorst Bauspezialartikel Gmbh & Co. Kg | Structural formwork system for forming peripheral tie beam on crown of wall body in building, has spacer elements arranged between edges of formwork elements such that spacer elements are arranged at distance to sides of system |
DE102011002240A1 (en) | 2011-04-21 | 2012-10-25 | Elmenhorst Bauspezialartikel Gmbh & Co. Kg | Structural formwork system for manufacturing peripheral tie beam used during building construction, has spacer elements that are arranged for holding assembly of the formwork elements |
DE102011088456A1 (en) * | 2011-12-13 | 2013-06-13 | Mako Gmbh & Co. Kg Schalungstechnik | Positioning element for positioning rod-shaped reinforcement element on formwork board for manufacturing concrete wall portion used in building construction, has reinforcement element that is positioned between leg portions |
DE102013216838B3 (en) * | 2013-08-23 | 2014-08-07 | Mako Gmbh & Co. Kg Schalungstechnik | Formwork arrangement for manufacturing ring joist or peripheral tie beam of concreted wall parts on masonry in buildings, has holder element with module regions introduced into seam cavity in side piece of connectors over opening |
DE102017206317A1 (en) * | 2017-04-12 | 2018-10-18 | Mako Gmbh & Co. Kg Schalungstechnik | An element |
DE102017206318A1 (en) * | 2017-04-12 | 2018-10-18 | Mako Gmbh & Co. Kg Schalungstechnik | An element |
CN110017023A (en) * | 2019-04-19 | 2019-07-16 | 杭州昂创科技有限公司 | Collar tie beam construction method based on tool-type regularization concrete collar tie beam formwork erecting structure |
DE102018106675A1 (en) | 2018-03-21 | 2019-09-26 | Mako Gmbh & Co. Kg Schalungstechnik | An element |
AT521224A3 (en) * | 2018-04-27 | 2020-01-15 | Holzmann Gmbh & Co Kg | Ring beam formwork element |
-
2005
- 2005-09-13 DE DE200520014402 patent/DE202005014402U1/en not_active Expired - Lifetime
Cited By (14)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102010040663A1 (en) * | 2010-06-23 | 2012-04-12 | Mako Gmbh & Co. Kg Schalungstechnik | Connection element for connecting formliners of formwork element utilized for construction of circular beams of building, has side parts for fastening formliners, where each side part includes side part corrugation in longitudinal direction |
DE102010040663B4 (en) * | 2010-06-23 | 2014-09-04 | Mako Gmbh & Co. Kg Schalungstechnik | connecting element |
DE102011001497A1 (en) | 2011-03-23 | 2012-09-27 | Elmenhorst Bauspezialartikel Gmbh & Co. Kg | Connecting element for structurally engineered formwork system, has connection point provided with overlap of sheet metal area of bracket with another sheet metal area of another bracket |
DE102011002240A1 (en) | 2011-04-21 | 2012-10-25 | Elmenhorst Bauspezialartikel Gmbh & Co. Kg | Structural formwork system for manufacturing peripheral tie beam used during building construction, has spacer elements that are arranged for holding assembly of the formwork elements |
DE102011002241A1 (en) | 2011-04-21 | 2012-10-25 | Elmenhorst Bauspezialartikel Gmbh & Co. Kg | Structural formwork system for forming peripheral tie beam on crown of wall body in building, has spacer elements arranged between edges of formwork elements such that spacer elements are arranged at distance to sides of system |
DE102011088456A1 (en) * | 2011-12-13 | 2013-06-13 | Mako Gmbh & Co. Kg Schalungstechnik | Positioning element for positioning rod-shaped reinforcement element on formwork board for manufacturing concrete wall portion used in building construction, has reinforcement element that is positioned between leg portions |
DE102011088456B4 (en) * | 2011-12-13 | 2016-02-18 | Mako Gmbh & Co. Kg Schalungstechnik | Arrangement with positioning element for positioning at least one rod-shaped reinforcing element |
DE102013216838B3 (en) * | 2013-08-23 | 2014-08-07 | Mako Gmbh & Co. Kg Schalungstechnik | Formwork arrangement for manufacturing ring joist or peripheral tie beam of concreted wall parts on masonry in buildings, has holder element with module regions introduced into seam cavity in side piece of connectors over opening |
DE102017206317A1 (en) * | 2017-04-12 | 2018-10-18 | Mako Gmbh & Co. Kg Schalungstechnik | An element |
DE102017206318A1 (en) * | 2017-04-12 | 2018-10-18 | Mako Gmbh & Co. Kg Schalungstechnik | An element |
DE102018106675A1 (en) | 2018-03-21 | 2019-09-26 | Mako Gmbh & Co. Kg Schalungstechnik | An element |
AT521224A3 (en) * | 2018-04-27 | 2020-01-15 | Holzmann Gmbh & Co Kg | Ring beam formwork element |
AT16980U1 (en) * | 2018-04-27 | 2021-01-15 | Holzmann Gmbh & Co Kg | |
CN110017023A (en) * | 2019-04-19 | 2019-07-16 | 杭州昂创科技有限公司 | Collar tie beam construction method based on tool-type regularization concrete collar tie beam formwork erecting structure |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
R207 | Utility model specification |
Effective date: 20060216 |
|
R156 | Lapse of ip right after 3 years |
Effective date: 20090401 |
|
R082 | Change of representative |
Representative=s name: PATENTANWAELTE OLBRICHT, BUCHHOLD, KEULERTZ PA, DE |