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 PDF

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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
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Prior art keywords
shell
spacers
ring beam
flat steel
connecting units
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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

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The shell has two side plates (1, 2) connected with one another by curved flat steel bar frames, and connecting units attached to a brick-work. A u-shaped metal clamp along with its free side ends are inserted into one of cavities that are formed through shafts of the connecting units. Reinforcing bar spacers are provided between the connecting units and are projected in the free sides of the shell.

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 DE 202 12 134.8 U1 beschrieben. In dieser Literaturstelle wird eine Ringbalkenschalung beschrieben mit zwei Randplatten, die durch angeschraubte U-Bügel aus Stahlblech miteinander verbunden sind und auf das Mauerwerk aufsetzbar oder ansetzbar sind, wobei zusätzliche Stabilisierungsbügel vorgesehen sein können, die beim Eingießen des Betons in den durch die Randplatten gebildeten Schalungsraum ein Aufspreizen der Randplatten verhindern. Weiterhin werden in dieser Literaturstelle an der Innenseite der Schalung vorgesehene Fußleisten vorgeschlagen, auf die die U-Bügel aufsitzen, wobei zusätzlich erreicht wird, dass die Bewehrung auf den U-Bügeln aufliegen kann, so dass damit eine genaue Höhe der Unterkante der Bewehrung garantiert ist.A generic formwork is in the DE 202 12 134.8 U1 described. In this reference, a ring beam formwork is described with two edge plates, which are connected by bolted U-bracket made of sheet steel and can be placed or applied to the masonry, with additional stabilizer bar can be provided when pouring the concrete into the formwork space formed by the edge plates prevent spreading of the edge plates. Furthermore, provided in this reference to the inside of the formwork provided baseboards on which sit the U-bracket, which is additionally achieved that the reinforcement can rest on the U-brackets, so that thus an accurate height of the lower edge of the reinforcement is guaranteed ,

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

1 eine erste Ausführungsform der Neuerung und in 1 a first embodiment of the innovation and in

2 eine abgeänderte Ausführungsform. 2 a modified embodiment.

In 1 ist ein Mauerwerkabschnitt 4 dargestellt, auf dem Randplatten 1, 2 aufstehen, die an ihren Fußkanten Fußleisten aufweisen, durch die die Höhe der weiterhin vorgesehenen U-förmigen Verbindungselemente gegenüber der Oberkante des Mauerwerks bestimmt wird.In 1 is a masonry section 4 shown on the edge plates 1 . 2 stand up, which have baseboards at their foot edges, by which the height of the further provided U-shaped connecting elements is determined relative to the upper edge of the masonry.

Die Verbindungselemente sind als gewellte Flachstahlbügel 3 ausgebildet, und zusätzlich ist ein U-förmiger Verbindungsbügel 8 vorgesehen, der mit seinen freien Schenkelelementen 5, 6 in die durch die Wellung gebildeten Hohlräume der U-Bügel 3 von oben eingesetzt werden kann.The fasteners are as corrugated flat steel hoops 3 formed, and in addition is a U-shaped connecting bracket 8th provided with the its free leg elements 5 . 6 in the cavities formed by the corrugation of the U-bracket 3 can be used from above.

Zwischen wenigstens einigen der U-förmigen Verbindungsbügel 3 sind Abstandshalter 7 vorgesehen, die um ein individuell zu bestimmendes Maß in den Raum der Schalung vorspringen und an deren freien Endkanten nunmehr die Stäbe des Bewehrungskorbes, der aus Übersichtlichkeitsgründen in der Zeichnung nicht dargestellt ist, anliegen können. Hierdurch wird der Abstand des Bewehrungskorbes von der Oberseite des Mauerwerks 4 und von der Innenseite der Randplatten 1 und 2 bestimmt.Between at least some of the U-shaped connecting straps 3 are spacers 7 provided, which protrude by an individually determined measure in the space of the formwork and at the free end edges now the rods of the reinforcing cage, which is not shown for reasons of clarity in the drawing, can rest. As a result, the distance of the reinforcing cage from the top of the masonry 4 and from the inside of the edge panels 1 and 2 certainly.

Nachdem der Bewehrungskorb eingesetzt ist, wird der U-förmige Bügel 8 in die Wellung der Flachstahlbügel 3 eingesetzt. Hierbei können noch mehrere U-förmige Bügel 8 über die Länge des Schalungselementes gesehen eingesetzt werden, wobei diese Bügel nunmehr nicht nur ein Aufbiegen der Randplatten 1 und 2 nach Eingießen des Betons verhindern, sondern gleichzeitig sicherstellen, dass ein Aufschwimmen des Bewehrungskorbes ausgeschlossen ist.After the reinforcement cage is inserted, the U-shaped bracket 8th in the corrugation of the flat steel bow 3 used. This can still several U-shaped bracket 8th be used over the length of the formwork element, said bracket now not only a bending of the edge plates 1 and 2 after pouring in the concrete, but at the same time ensure that floating of the reinforcement cage is excluded.

Bei der Ausführungsform gemäß 2 sind zwischen dem Flachstahlbügel 3 Distanzelemente zwischen Bügel und Innenseite der Randplatten 1 und 2 angeordnet. Diese Distanzelemente können aus Holzfaserzement oder Kunststoff bestehen und bewirken, daß in diesem Fall die aus Stahl bestehenden Bauteile vollständig von Beton umflossen sind. Hierbei wird auch auf die noch in 1 erkennbaren Fußbügel verzichtet, da es ausreicht, wenn die Verbindungsbügel 3 an den Distanzelementen 10 festgelegt sind. Die Festlegung der Distanzelemente 10 und der Flachstahlbügel 3 kann durch Nieten erfolgen, wobei hier vorzugsweise aus Aluminium bestehende Nieten 11 vorgesehen sind.In the embodiment according to 2 are between the flat steel strap 3 Distance elements between bracket and inside of the edge plates 1 and 2 arranged. These spacers may be made of wood fiber cement or plastic and cause that in this case the steel components are completely surrounded by concrete. This is also on the still in 1 discernible stirrup, since it is sufficient if the connection bracket 3 on the spacer elements 10 are fixed. The definition of the spacer elements 10 and the flat steel strap 3 can be done by riveting, here preferably made of aluminum rivets 11 are provided.

Claims (9)

Ringbalkenschalung mit zwei Randplatten (1, 2), die durch gewellte Flachstahlbügel (3) als Verbindungselemente miteinander verbunden sind und die auf oder an das Mauerwerk (4) auf- oder ansetzbar sind sowie wenigstens einem U-förmigen Metallbügel (8), der mit seinen freien Schenkelenden (5, 6) in eine der durch die Wellen des Verbindungselementes (3) gebildeten Hohlräume einsetzbar ist, dadurch gekennzeichnet, dass wenigstens zwischen zwei Verbindungselementen (3) in den freien Raum der Scha lung vorstehende Abstandshalter (7) vorgesehen sind.Ring beam formwork with two edge plates ( 1 . 2 ), which are replaced by corrugated flat steel 3 ) are connected together as connecting elements and on or to the masonry ( 4 ) or at least a U-shaped metal bracket ( 8th ), with its free leg ends ( 5 . 6 ) in one of the waves of the connecting element ( 3 ) is used, characterized in that at least between two connecting elements ( 3 ) projecting into the free space of the Scha 7 ) are provided. Ringbalkenschalung mit zwei Randplatten (1, 2), die durch gewellete Flachstahlbügel (3) als Verbindungselemente miteinander verbunden sind und die auf oder an das Mauerwerk (4) auf- oder ansetzbar sind sowie wenigstens einem U-förmigen Metallbügel (8), der mit seinen freien Schenkelenden (5, 6) in eine der durch die Wellen des Verbindungselementes (3) gebildeten Hohlraum einsetzbar ist, dadurch gekennzeichnet, daß wenigstens einige der Verbindungselemente (3) unter Zwischenschaltung von Distanzelementen (10) an die Innenseite der Randplatten (1, 2) anschließen.Ring beam formwork with two edge plates ( 1 . 2 ), which are replaced by corrugated flat steel 3 ) are connected together as connecting elements and on or to the masonry ( 4 ) or at least a U-shaped metal bracket ( 8th ), with its free leg ends ( 5 . 6 ) in one of the waves of the connecting element ( 3 ) is used, characterized in that at least some of the connecting elements ( 3 ) with the interposition of spacer elements ( 10 ) to the inside of the edge plates ( 1 . 2 ) connect. Ringbalkenschalung nach Anspruch 1, dadurch gekennzeichnet, dass die Abstandshalter (7) aus Metall gebildet sind.Ring beam formwork according to claim 1, characterized in that the spacers ( 7 ) are formed of metal. Ringbalkenschaltung nach Anspruch 1 oder 3, dadurch gekennzeichnet, dass die aus Metall bestehenden Abstandshalter (7) als Winkelprofil ausgebildet sind.Ring beam circuit according to claim 1 or 3, characterized in that the metal spacers ( 7 ) are formed as an angle profile. Ringbalkenschalung nach Anspruch 1, dadurch gekennzeichnet, dass die Abstandshalter (7) aus Holz bestehen.Ring beam formwork according to claim 1, characterized in that the spacers ( 7 ) consist of wood. Ringbalkenschalung nach Anspruch 1, dadurch gekennzeichnet, dass die Abstandshalter (7) durch Kunststoffprofile gebildet sind.Ring beam formwork according to claim 1, characterized in that the spacers ( 7 ) are formed by plastic profiles. Ringbalkenschalung nach Anspruch 2, dadurch gekennzeichnet, daß die Distanzelemente (10) aus Holzfaserzement gebildet sind.Ring beam formwork according to claim 2, characterized in that the spacer elements ( 10 ) are formed of wood fiber cement. Ringbalkenschalung nach Anspruch 2, dadurch gekennzeichnet, daß die Distanzelemente (10) aus Kunststoff be stehen.Ring beam formwork according to claim 2, characterized in that the spacer elements ( 10 ) be made of plastic be. Ringbalkenschalung nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß die Distanzelemente (10) mit Aluminiumnieten (11) an den Randplatten (1, 2) befestigt sind.Ring beam formwork according to one of the preceding claims, characterized in that the spacer elements ( 10 ) with aluminum rivets ( 11 ) on the edge plates ( 1 . 2 ) are attached.
DE200520014402 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 Expired - Lifetime DE202005014402U1 (en)

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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

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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

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Cited By (11)

* Cited by examiner, † Cited by third party
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

Cited By (14)

* Cited by examiner, † Cited by third party
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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