EP0309393A1 - Reinforcing element to produce reinforced concrete constructions - Google Patents

Reinforcing element to produce reinforced concrete constructions Download PDF

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Publication number
EP0309393A1
EP0309393A1 EP88810525A EP88810525A EP0309393A1 EP 0309393 A1 EP0309393 A1 EP 0309393A1 EP 88810525 A EP88810525 A EP 88810525A EP 88810525 A EP88810525 A EP 88810525A EP 0309393 A1 EP0309393 A1 EP 0309393A1
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EP
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Prior art keywords
legs
shorter
connecting rod
longer
reinforcing elements
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EP88810525A
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German (de)
French (fr)
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EP0309393B1 (en
Inventor
Heinz Witschi
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EGCO AG
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EGCO AG
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Priority to AT88810525T priority Critical patent/ATE50454T1/en
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/0604—Prismatic or cylindrical reinforcement cages composed of longitudinal bars and open or closed stirrup rods
    • E04C5/0622—Open cages, e.g. connecting stirrup baskets

Definitions

  • the present invention relates to reinforcing elements for creating reinforced concrete structures, in particular for creating connections to walls on floor-ceiling slabs and for connecting two walls, and for creating strip foundations.
  • Such a reinforcement element is often formed on the building site at the place of installation and tied with special wires. This is extremely labor-intensive, but has the advantage that the reinforcement element can be easily adapted to the particular building-specific conditions. With the large number of different applications of reinforcement elements, prefabricated reinforcement elements must therefore be very carefully thought out. In spite of their predetermined shape, a reinforcement element should be able to be used in as many ways as possible.
  • a reinforcement element according to CH-A 642 131 is particularly suitable for creating walls from floor-to-ceiling slabs and for connecting two walls.
  • This reinforcement element consists of a number of identical, hairpin-shaped brackets arranged parallel to one another. The brackets are inseparably connected to one another by at least three bars lying in two planes arranged at right angles to one another.
  • This reinforcement element has proven itself many times. Depending on the thickness of the wall to be created and the required strength, differently dimensioned elements are required. This inevitably requires a relatively large inventory.
  • the aforementioned reinforcement element is only suitable to a limited extent for the creation of strip foundations. So far, people have managed to cut a strip out of a conventional reinforcement net. However, this leads to relatively large residues that can no longer be used.
  • the reinforcing elements according to the invention consist of a large number of parallel bars that are bent at right angles so that they form brackets 1 two legs of different lengths.
  • the shorter legs 2 run in one plane, while the longer legs 3 lie in a second plane running at right angles to them.
  • the longer legs 3 are several times longer than the shorter legs 2.
  • the lengths of the legs behave approximately as 1: 4 to 1: 8.
  • An approximately usual length of the shorter legs is 19-23 cm.
  • a rod 4 is welded onto the shorter legs 2 and runs approximately 5 cm from the bending point 5. This distance is chosen so that when two elements are put together, they can be pushed together to the thinnest wall thickness that is still usual.
  • a second parallel connecting rod 7 on the long legs 3 is not important for the system according to the invention. It only serves to stiffen the element. Its distance to the bending point 5 is not determined. However, it is advantageous to weld it relatively close to the connecting rod 6 so that the ends of the long legs 3 remain as free as possible.
  • two reinforcement elements according to the invention are required. They can be put together in two different ways. The variant shown in FIG. 3 is used when a first element is already connected to the reinforcement.
  • the reinforcement of the floor-ceiling slab usually a simple reinforcement network, is not shown here.
  • the second reinforcement element can now be inserted exactly into the first element.
  • the short legs 2 of both elements are directed towards each other.
  • the shorter legs 2 of the second element rest on the connecting rod 4 of the first element.
  • the ends of the shorter legs engage under the connecting rod 6 on the longer legs 3 of the first reinforcing element. So that the longer legs 3 of both elements come to lie approximately parallel, the distance of the connecting rod 6 to the bending point 5 of the bracket 1 must correspond as closely as possible to the sum of the diameter of a shorter leg 2 and the connecting rod 4.
  • the diameter of the connecting rods is usually dimensioned smaller than the diameter of the rods from which the brackets 1 are bent.
  • the two elements can be put together before they are brought into the formwork. This is done as illustrated by the dash-lined intermediate layer in which one element is tilted slightly relative to the other and then passed through with the shorter leg of one element under the connecting rod 4 of the other element.
  • the two elements can be shifted towards each other and a wide range of different widths of around 9 - 27 cm can be achieved.
  • the reinforcement element is also suitable for reinforcing strip foundations.
  • it is not the shorter, but rather the longer legs 3 that are laid in a plane directed towards each other.
  • the longer legs of one element are pushed under the connecting rods 6, 7 of the other element.
  • the two elements can be pushed or pulled apart as required.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
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Abstract

1. Assemblable reinforcing element, comprising two similar parts for producing different reinforcements for connections to floor and ceiling slabs, as well as different reinforcements for strip foundations, in which each part has a plurality of stirrups bent in L-shaped manner with in each case a shorter leg (2) and a longer leg (3), said stirrups being inter-connected in spaced manner by at least two tie rods (4, 6) welded to the inside of the angle and the tie rods are welded to the shorter and longer legs remote from the bending point (5), characterized in that the assemblability of the parts is ensured in that a tie rod (6) is fitted to the inside of the longer leg (3) at a distance over the shorter leg (2), which corresponds to the sum of the diameter of the rod bent in L-shaped manner, plus the diameter of the tie rod (4) welded to the shorter leg.

Description

Die vorliegende Erfindung betrifft Armierungselemente zur Erstellung von Eisenbetonkonstruktionen, insbesondere zur Erstellung von Anschlüssen von Wänden an Boden-Decken­platten und zur Verbindung zweier Wände, sowie zur Er­stellung von Streifenfundamenten.The present invention relates to reinforcing elements for creating reinforced concrete structures, in particular for creating connections to walls on floor-ceiling slabs and for connecting two walls, and for creating strip foundations.

Herkömmlich wird häufig ein solches Armierungselement auf dem Bauplatz am Ort des Einbaus geformt und mit speziel­len Drähten gebunden. Dies ist ausserordentlich arbeits­intensiv hat jedoch den Vorteil, dass das Armierungsele­ment leicht den jeweiligen bauspezifischen Gegebenheiten angepasst werden kann. Bei der vielzahl der verschiedenen Anwendungen von Armierungselementen müssen daher vorge­fertigte Armierungselemente äusserst genau durchdacht sein. Trotz ihrer vorgegebenen Form soll ein Armierungs­element möglichst vielfältig einsetzbar sein.Conventionally, such a reinforcement element is often formed on the building site at the place of installation and tied with special wires. This is extremely labor-intensive, but has the advantage that the reinforcement element can be easily adapted to the particular building-specific conditions. With the large number of different applications of reinforcement elements, prefabricated reinforcement elements must therefore be very carefully thought out. In spite of their predetermined shape, a reinforcement element should be able to be used in as many ways as possible.

Zur Erstellung von Anschlüssen von Wänden an Boden­Deckenplatten und zur Verbindung zweier wände eignet sich insbesondere ein Armierungselement gemäss der CH-A 642 131. Dieses Armierungselement besteht aus einer Anzahl gleicher, parallel zu einander angeordneter, haarnadel­förmig gebogener Bügel. Die Bügel sind durch mindestens drei in zwei zueinander rechtwinklig angeordneten Ebenen liegenden Stäben unlösbar untereinander verbunden. Dieses Armierungselement hat sich vielfach bewährt. Je nach der Dicke der zu erstellenden Wand, sowie nach der geforder­ten Festigkeit sind unterschiedlich dimensionierte Ele­mente erforderlich. Dies bedingt zwangsläufig eine rela­tiv grosse Lagerhaltung.A reinforcement element according to CH-A 642 131 is particularly suitable for creating walls from floor-to-ceiling slabs and for connecting two walls. This reinforcement element consists of a number of identical, hairpin-shaped brackets arranged parallel to one another. The brackets are inseparably connected to one another by at least three bars lying in two planes arranged at right angles to one another. This reinforcement element has proven itself many times. Depending on the thickness of the wall to be created and the required strength, differently dimensioned elements are required. This inevitably requires a relatively large inventory.

Zur Erstellung von Streifenfundamenten ist das vorge­nannte Armierungselement nur bedingt geeignet. Hier hat man sich bisher damit beholfen, einen Streifen aus einem herkömmlichen Armierungsnetz heraus zu schneiden. Dies führt jedoch zu relativ grossen, nicht mehr verwendbaren Resten.The aforementioned reinforcement element is only suitable to a limited extent for the creation of strip foundations. So far, people have managed to cut a strip out of a conventional reinforcement net. However, this leads to relatively large residues that can no longer be used.

Bedenkt man die relativ geringe Gewinnspanne, die bei Ar­mierungselementen vorhanden ist, so erkennt man, dass auch der platzsparenden und einfachen Stapelung solcher Elemente Rechnung getragen werden muss. Bei ungünstiger Stapelungsdichte erhöhen sich nämlich nicht nur die La­gerkosten, sondern auch die Transportspesen.If you consider the relatively small profit margin that exists with reinforcement elements, you can see that the space-saving and simple stacking of such elements must also be taken into account. With less favorable Stacking density not only increases storage costs, but also transportation costs.

Es ist daher die Aufgabe der vorliegenden Erfindung, Ar­mierungselemente der eingangs genannten Art zu schaffen, die vielfältig einsetzbar sind, mit einer geringeren An­zahl verschiedener Dimensionen auskommt und eine einfache und dichte Stapelung ermöglichen.It is therefore the object of the present invention to provide reinforcing elements of the type mentioned at the outset, which can be used in a variety of ways, manages with a smaller number of different dimensions and enables simple and dense stacking.

Diese vielschichtige Aufgabe löst ein Armierungselement wie eingangs beschrieben mit den Merkmalen des kennzeich­nenden Teiles des Patentanspruches 1.This multi-layered task is solved by a reinforcing element as described in the introduction with the features of the characterizing part of patent claim 1.

In der Zeichnung ist ein bevorzugtes Ausführungsbeispiel des Erfindungsgegenstandes dargestellt und verschiedene Verwendungsbeispiele gezeigt.

  • Figur 1 eine perspektivische Darstellung eines Ausführungsbeispieles des Erfindungsgegen­standes und
  • Figur 2 denselben in der Seitenansicht
  • Figur 3 und 4 zeigen zwei Varianten der Zusammenfügung zweier Elemente für die Verbindung einer Wand mit einer Boden-Deckenplatte bezie­ hungsweise zur Verbindung zweier wände
  • Figur 5 stellt die Zusammenfassung zweier Elemente zu einer Armierung für Streifenfundamente dar.
In the drawing, a preferred embodiment of the subject matter of the invention is shown and various examples of use are shown.
  • Figure 1 is a perspective view of an embodiment of the subject matter of the invention and
  • Figure 2 the same in side view
  • Figures 3 and 4 show two variants of joining two elements for the connection of a wall with a floor-ceiling tile for connecting two walls
  • FIG. 5 shows the combination of two elements to form a reinforcement for strip foundations.

Die erfindungsgemässen Armierungselemente bestehen aus einer vielzahl von parallel zueinander verlaufenden Stä­ben, die so rechtwinklig abgebogen sind, dass sie Bügel 1 zwei unterschiedlich lange Schenkel bilden. Die kürzeren Schenkel 2 verlaufen in einer Ebene, während die längeren Schenkel 3 in einer zweiten rechtwinklig dazu verlaufen­den Ebene liegen. Die längeren Schenkel 3 sind um ein mehrfaches länger als die kürzeren Schenkel 2. Die Längen der Schenkel verhalten sich etwa wie 1:4 bis 1:8. Eine etwa übliche Länge der kürzeren Schenkel beträgt 19 - 23 cm. Auf der Bügelinnenseite sind diese alle untereinander mittels Stäben verbunden. Auf den kürzeren Schenkeln 2 ist ein Stab 4 aufgeschweisst, der etwa 5 cm von der Biegungsstelle 5 entfernt verläuft. Diese Distanz ist so gewählt, dass beim Zusammenstellen zweier Elemente diese auf die dünnste noch übliche Wandstärke zusammenschiebbar sind.The reinforcing elements according to the invention consist of a large number of parallel bars that are bent at right angles so that they form brackets 1 two legs of different lengths. The shorter legs 2 run in one plane, while the longer legs 3 lie in a second plane running at right angles to them. The longer legs 3 are several times longer than the shorter legs 2. The lengths of the legs behave approximately as 1: 4 to 1: 8. An approximately usual length of the shorter legs is 19-23 cm. On the inside of the bracket, these are all connected to one another by means of rods. A rod 4 is welded onto the shorter legs 2 and runs approximately 5 cm from the bending point 5. This distance is chosen so that when two elements are put together, they can be pushed together to the thinnest wall thickness that is still usual.

Parallel zum Stab 4 sind die längeren Schenkel 3 der Bü­gel 1 mit einem zweiten Stab 6 untereinander verbunden. Der Abstand jenes Stabes 6 von der Biegestelle 5 ent­spricht der Summe des Durchmessers eines Stabes, äus dem die Bügel 1 geformt sind plus dem Durchmesser des Ver­bindungsstabes 4. Dies ist wiederum für das Zusammenfügen zweier Elemente, wie noch beschrieben wird, von Be­deutung. Für das erfindungsgemässe System nicht von Wichtigkeit, ist ein zweiter paralleler Verbindungsstab 7 an den langen Schenkeln 3. Er dient lediglich zur Ver­steifung des Elementes. Seine Distanz zur Biegestelle 5 ist nicht bestimmt. Es ist jedoch vorteilhaft, ihn relativ nahe dem Verbindungsstab 6 anzuschweissen, damit die Enden der langen Schenkel 3 möglichst frei bleiben. Zur Erstellung eines Armierungskorbes, wie er beispiels­weise für die Verbindung einer Wand mit einer Boden­Deckenplatte benötigt wird, sind zwei erfindungsgemässe Armierungselemente erforderlich. Sie lassen sich auf zwei verschiedene Arten zusammenfügen. Die in der Figur 3 dargestellte Variante wird dann verwendet, wenn ein erstes Element bereits an der Armierung angeschlossen ist. Die Armierung der Boden-Deckenplatte üblicherweise ein einfaches Armierungsnetz, ist hier nicht dargestellt.Parallel to the rod 4, the longer legs 3 of the bracket 1 are connected to one another with a second rod 6. The distance of that bar 6 from the bending point 5 corresponds to the sum of the diameter of a bar, the brackets 1 are formed plus the diameter of the connecting rod 4. This, in turn, is important for the joining of two elements, as will be described. A second parallel connecting rod 7 on the long legs 3 is not important for the system according to the invention. It only serves to stiffen the element. Its distance to the bending point 5 is not determined. However, it is advantageous to weld it relatively close to the connecting rod 6 so that the ends of the long legs 3 remain as free as possible. To create a reinforcement cage, as is required, for example, for connecting a wall to a floor / ceiling slab, two reinforcement elements according to the invention are required. They can be put together in two different ways. The variant shown in FIG. 3 is used when a first element is already connected to the reinforcement. The reinforcement of the floor-ceiling slab, usually a simple reinforcement network, is not shown here.

Das zweite Armierungselement lässt sich nun exakt in das erste Element einschieben. Hierbei sind die kurzen Schen­kel 2 beider Elemente gegeneinandergerichtet. Die kürze­ren Schenkel 2 des zweiten Elementes liegen auf dem Verbindungsstab 4 des ersten Elementes auf. Gleichzeitig untergreifen die Enden der kürzeren Schenkel den Verbin­dungsstab 6 an den längeren Schenkeln 3 des ersten Armie­rungselementes. Damit die längeren Schenkel 3 beider Ele­mente etwa parallel zu liegen kommen, muss der Abstand des Verbindungsstabes 6 zur Biegungsstelle 5 der Bügel 1 möglichst genau der Summe der Druchmesser eines kürzeren Schenkels 2 und des Verbindungsstabes 4 entsprechen. Der Durchmesser der Verbindungsstäbe wird üblicherweise ge­ringer bemessen als der Durchmesser der Stäbe aus denen die Bügel 1 gebogen werden.The second reinforcement element can now be inserted exactly into the first element. Here, the short legs 2 of both elements are directed towards each other. The shorter legs 2 of the second element rest on the connecting rod 4 of the first element. At the same time, the ends of the shorter legs engage under the connecting rod 6 on the longer legs 3 of the first reinforcing element. So that the longer legs 3 of both elements come to lie approximately parallel, the distance of the connecting rod 6 to the bending point 5 of the bracket 1 must correspond as closely as possible to the sum of the diameter of a shorter leg 2 and the connecting rod 4. The diameter of the connecting rods is usually dimensioned smaller than the diameter of the rods from which the brackets 1 are bent.

Neben dem bereits genannten Grund für die Einbaulage nach Figur 3 sei noch vermerkt, dass diese Art der Zusammen­stellung zweier Elemente auch für extrem dünne Wände geeignet ist. Die längeren Schenkel beider Elemente lassen sich bis etwa auf den Abstand des Verbindungs­stabes 4 von der Biegungsstelle 5 gegeneinander schieben, wie dies durch den Pfeil S angedeutet wird.In addition to the reason already mentioned for the installation position according to FIG. 3, it should also be noted that this type of combination of two elements is also suitable for extremely thin walls. The longer legs of both elements can be pushed against each other up to approximately the distance of the connecting rod 4 from the bending point 5, as is indicated by the arrow S.

In der zweiten Einbaulage wie in Figur 4 dargestellt wird, können die beiden Elemente bereits vor dem Einbrin­gen in die Verschalung zusammengesteckt werden. Dies erfolgt wie durch die strichlinierte Zwischenlage illu­striert, in dem man das eine Element gegenüber dem ande­ren etwas kippt und dann mit dem kürzeren Schenkel des einen Elementes unter den Verbindungsstab 4 des anderen Elementes durchfährt. Auch hier lassen sich die beiden Elemente zueinander verschieben und damit eine grosse Palette unterschiedlichster Weiten etwa von 9 - 27 cm er­reichen.In the second installation position as shown in Figure 4 the two elements can be put together before they are brought into the formwork. This is done as illustrated by the dash-lined intermediate layer in which one element is tilted slightly relative to the other and then passed through with the shorter leg of one element under the connecting rod 4 of the other element. Here, too, the two elements can be shifted towards each other and a wide range of different widths of around 9 - 27 cm can be achieved.

Vorteilhaft erweist sich bei dieser Zusammensteckweise, dass die kürzeren Schenkel beider Elemente in einer Ebene liegen.In this way of assembling, it proves advantageous that the shorter legs of both elements lie in one plane.

Vorteilhaft ist es auch, dass das Armierungselement sich zusätzlich zur Armierung von Streifenfundamenten eignet. Hierbei werden im Gegensatz zu den vorbeschriebenen Varianten nicht die küzeren, sondern die längeren Schen­kel 3 in einer Ebene gegeneinander gerichtet verlegt. Die längeren Schenkel des einen Elementes werden dabei unter den Verbindungsstäben 6,7 des anderen Elementes hindurch geschoben. Je nach der benötigten Breite lassen sich die beiden Elemente beliebig ineinander schieben oder ausein­ander ziehen.It is also advantageous that the reinforcement element is also suitable for reinforcing strip foundations. In contrast to the variants described above, it is not the shorter, but rather the longer legs 3 that are laid in a plane directed towards each other. The longer legs of one element are pushed under the connecting rods 6, 7 of the other element. Depending on the required width, the two elements can be pushed or pulled apart as required.

Es bedarf keiner besonderen Erklärung, dass diese Armie­rungselemente in äusserst dichter Packung gestapelt wer­den können. Hierzu ist es nicht erforderlich, die Ele­mente kompliziert ineinander zu verschachteln.There is no need for a special explanation that these reinforcement elements can be stacked in an extremely tight package. It is not necessary for this to complicatedly nest the elements into one another.

Claims (8)

1. Armierungselemente zur Erstellung von Eisenbetonkon­struktionen insbesondere zur Erstellung von Anschlüs­sen von Wänden an Boden-Deckenplatten und zur Verbin­dung zweier Wände, sowie zur Erstellung von Streifen­fundamentationen, dadurch gekennzeichnet, dass je ein Element aus mehreren, rechtwinklig abgebogenen, je einen kürzeren und einen längeren Schenkel aufweisen­den Bügeln (1) gebildet ist, wobei die kürzeren Schenkel (2) durch einen Verbindungsstab (4), der von der Biegungsstelle (5) entfernt auf der Winkelinnen­seite angeschweisst ist, untereinander verbunden sind, und dass die längeren Schenkel (3) mit mindestens einem Verbindungsstab (6), der mindestens annähernd um die Summe der Durchmesser eines Bügels (1) und des Verbindungsstabes (4), der die kürzeren Schenkel (2) untereinander verbindet, von der Biegungsstelle (5) entfernt auf der Winkelinnenseite angeschweisst ist, untereinander verbunden sind.1.Reinforcing elements for the creation of reinforced concrete structures, in particular for the creation of connections from walls to floor-ceiling slabs and for connecting two walls, as well as for the creation of strip foundations, characterized in that one element each from several, bent at right angles, one shorter and one longer leg having brackets (1), the shorter legs (2) being connected to one another by a connecting rod (4) which is welded away from the bending point (5) on the inside of the angle, and the longer legs (3) having at least a connecting rod (6), which is welded to the inside of the angle at a distance from the bending point (5) at least approximately by the sum of the diameters of a bracket (1) and the connecting rod (4) which connects the shorter legs (2) to one another are connected. 2. Armierungselemente nach Anspruch 1, dadurch gekenn­zeichnet, dass der die kürzeren Schenkel (2) der Bügel (1) verbindende Stab (4) mindestens annähernd 4 cm von der Biegestelle (5) entfernt mit den Schenkeln (2) verbunden ist.2. Reinforcing elements according to claim 1, characterized in that the shorter leg (2) of the bracket (1) connecting rod (4) at least approximately 4 cm from the bending point (5) is connected to the legs (2). 3. Armierungselemente nach Anspruch 1, dadurch gekenn­zeichnet, dass der Druchmesser der Verbindungsstäbe (4,6,7) geringer als der Druchmesser der Bügel (1) ist.3. Reinforcing elements according to claim 1, characterized in that the diameter of the connecting rods (4,6,7) is less than the diameter of the bracket (1). 4. Armierungselemente nach Anspruch 1, dadurch gekenn­zeichnet, dass die Druchmesser der Verbindungsstäbe (4,6,7) an den kürzeren und längeren Schenkeln (2,3) identisch sind.4. Reinforcing elements according to claim 1, characterized in that the diameter of the connecting rods (4,6,7) on the shorter and longer legs (2,3) are identical. 5. Armierungselemente nach Anspruch 1, dadurch gekenn­zeichnet, dass an den längeren Schenkeln (3) ein zwei­ter Verbindungsstab (7) in relativer Nähe zum ersten Verbindungsstab (6) vorgesehen ist.5. Reinforcing elements according to claim 1, characterized in that a second connecting rod (7) is provided in relative proximity to the first connecting rod (6) on the longer legs (3). 6. Verwendung der Armierungselemente nach Anspruch 1, zur Erstellung einer Streifenfundamentation, dadurch ge­kennzeichnet, dass zwei Armierungselemente so zusammen gesteckt werden, dass je ein längerer Schenkel (3) des einen Elementes zwischen je zwei benachbarten längeren Schenkeln (3) des andern Elementes in der gleichen Ebene zu liegen kommt und gleichzeitig unter dem je­weiligen Verbindungsstab (6) des anderen Elementes hindurch geführt ist, wobei die kürzeren Schenkel (2) nach oben gerichtet sind. (Fig. 5).6. Use of the reinforcing elements according to claim 1, for creating a strip foundation, characterized in that two reinforcing elements are put together so that a longer leg (3) of each one element between two adjacent longer legs (3) of the other element comes to lie in the same plane and is simultaneously passed under the respective connecting rod (6) of the other element, the shorter legs (2) being directed upwards. (Fig. 5). 7. Verwendung der Armierungselemente nach Anspruch 1, zur Erstellung eines Anschlusses einer Wand an einer Bo­den-Deckenplatte oder an einer zweiten Wand, dadurch gekennzeichnet, dass zwei Elemente so zusammengesteckt werden, dass die kürzeren Schenkel (2) des einen Ele­mentes zwischen den längeren Schenkeln (3) des anderen Elementes und auf dessen Verbindungsstab (4) der die kürzeren Schenkel (2) verbindet zu liegen kommen, wo­bei die kürzeren Schenkel (2) des oberen Elementes unter den Verbindungsstab (6) des an den längeren Schenkeln (3) des unteren Elementes hindurch laufen.7. Use of the reinforcing elements according to claim 1, for creating a connection of a wall to a floor-ceiling plate or to a second wall, characterized in that two elements are put together so that the shorter legs (2) of the one element between the longer legs (3) of the other element and on its connecting rod (4) which connects the shorter legs (2) come to rest, the shorter legs (2) of the upper element below the connecting rod (6) of the longer legs (3) of the run through the lower element. 8. Verwendung der Armierungselemente nach Anspruch 1, zur Erstellung eines Anschlusses einer Wand an einer Bo­den-Deckenplatte oder an einer zweiten Wand, dadurch gekennzeichnet, dass zwei Elemente so zusammengesteckt werden, dass die kürzeren Schenkel (2) beider Elemente gegeneinander gerichtet sind und in einer Ebene lie­gen, wobei jeweils die kürzeren Schenkel eines Ele­mentes unter den die kürzeren Schenkel des anderen Elementes verbindenden Stabes (4) zuliegen kommen.8. Use of the reinforcing elements according to claim 1, for creating a connection of a wall to a floor-ceiling plate or on a second wall, characterized in that two elements are put together are that the shorter legs (2) of both elements are directed towards each other and lie in one plane, the shorter legs of one element coming under the rod (4) connecting the shorter legs of the other element.
EP88810525A 1987-09-23 1988-07-29 Reinforcing element to produce reinforced concrete constructions Expired - Lifetime EP0309393B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT88810525T ATE50454T1 (en) 1987-09-23 1988-07-29 REINFORCEMENT ELEMENTS FOR THE CREATION OF REINFORCED CONCRETE STRUCTURES.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH367987 1987-09-23
CH3679/87 1987-09-23

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EP0309393A1 true EP0309393A1 (en) 1989-03-29
EP0309393B1 EP0309393B1 (en) 1990-02-21

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AT (1) ATE50454T1 (en)
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2166173A1 (en) * 2008-09-22 2010-03-24 RUWA Drahtschweisswerk AG Reinforcement unit for foundation constructions
DE102008063237A1 (en) * 2008-12-15 2010-06-17 Gebr. Lotter Kg Reinforcement for reinforced concrete wall, has concrete steel grids comprising vertical longitudinal bars, where ends of longitudinal bar at bent in L-shape or U-shape at longitudinal side of one of steel grids

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT179885B (en) * 1952-05-30 1954-10-11 Evg Entwicklung Verwert Ges Welded wire mesh made of two rows of bars crossing each other for angled, arched reinforcement
FR2088529A2 (en) * 1970-05-12 1972-01-07 Oroschakoff Georgi
FR2143985A5 (en) * 1969-11-28 1973-02-09 Oroschakoff Georgi
CH642131A5 (en) * 1981-01-19 1984-03-30 Fischer Draht Ag Connection cage for reinforcing reinforced-concrete structures and the use thereof
EP0136283A2 (en) * 1983-09-01 1985-04-03 BEST - Baueisen- und Stahl-Bearbeitungsgesellschaft m.b.H. Reinforcement for reinforced concrete construction
DE8712749U1 (en) * 1986-10-30 1987-12-10 Egco Ag, Weite, Ch

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
AT179885B (en) * 1952-05-30 1954-10-11 Evg Entwicklung Verwert Ges Welded wire mesh made of two rows of bars crossing each other for angled, arched reinforcement
FR2143985A5 (en) * 1969-11-28 1973-02-09 Oroschakoff Georgi
FR2088529A2 (en) * 1970-05-12 1972-01-07 Oroschakoff Georgi
CH642131A5 (en) * 1981-01-19 1984-03-30 Fischer Draht Ag Connection cage for reinforcing reinforced-concrete structures and the use thereof
EP0136283A2 (en) * 1983-09-01 1985-04-03 BEST - Baueisen- und Stahl-Bearbeitungsgesellschaft m.b.H. Reinforcement for reinforced concrete construction
DE8712749U1 (en) * 1986-10-30 1987-12-10 Egco Ag, Weite, Ch

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2166173A1 (en) * 2008-09-22 2010-03-24 RUWA Drahtschweisswerk AG Reinforcement unit for foundation constructions
DE102008063237A1 (en) * 2008-12-15 2010-06-17 Gebr. Lotter Kg Reinforcement for reinforced concrete wall, has concrete steel grids comprising vertical longitudinal bars, where ends of longitudinal bar at bent in L-shape or U-shape at longitudinal side of one of steel grids
DE102008063237B4 (en) * 2008-12-15 2014-09-25 Gebr. Lotter Kg Reinforcement for a reinforced concrete wall

Also Published As

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EP0309393B1 (en) 1990-02-21
ATE50454T1 (en) 1990-03-15
DE3860042D1 (en) 1990-03-29

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