EP0338972A1 - Connecting element for cantilever panel - Google Patents

Connecting element for cantilever panel Download PDF

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Publication number
EP0338972A1
EP0338972A1 EP89810129A EP89810129A EP0338972A1 EP 0338972 A1 EP0338972 A1 EP 0338972A1 EP 89810129 A EP89810129 A EP 89810129A EP 89810129 A EP89810129 A EP 89810129A EP 0338972 A1 EP0338972 A1 EP 0338972A1
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EP
European Patent Office
Prior art keywords
cantilever
element according
end plates
corrosion
reinforcing bars
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Granted
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EP89810129A
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German (de)
French (fr)
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EP0338972B1 (en
Inventor
Heinz Witschi
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CESSIONE;EGCO S.A.
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BAU-BOX EWIAG
Bau Box Ewiag
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Priority to AT89810129T priority Critical patent/ATE63589T1/en
Publication of EP0338972A1 publication Critical patent/EP0338972A1/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/003Balconies; Decks
    • E04B1/0038Anchoring devices specially adapted therefor with means for preventing cold bridging

Definitions

  • the present invention relates to a cantilever plate connection element for the insulated, non-positive connection of a floor cover plate with a cantilever plate, with a cuboid-shaped insulation body and reinforcing bars passing through it.
  • Cantilever panel connection element of the above-mentioned type have been known in various designs for a few years.
  • DE-A 3116 381 Schough
  • a cantilever plate connection element of the above-mentioned type whereby in addition to the tension rods crossing the joint, pressure elements are also inserted in the insulation body, which take over the transmission of the pressure forces.
  • a second embodiment according to EP-A 0119165 (W.Egger) uses rods shaped in loops without, however, additionally using transverse force rods. Each pull and push rod form a loop. Against the spreading effect of the two bars, the joint bracket is attached on both sides, which in the installed position of the element in the ent speaking slabs are concreted.
  • DE-A 34 46006 also proposes to provide the rods in the joint area with corrosion-resistant sleeves.
  • the object of the present invention is to create a solution which is optimized with regard to the three criteria.
  • This task is solved by a cantilever plate connecting element according to the preamble of the patent claim, which is thereby characterized is characterized in that at least two reinforcing bars in a vertical arrangement one above the other, are held on both sides of the insulation body in end plates made of corrosion-resistant material.
  • Balconies are a particularly important area of application for cantilever panels.
  • the balcony is therefore the cantilever plate or cantilever plate 1, which must be connected to the building, in particular with the floor slab 2 lying in the same plane. This connection is made by the cantilever panel connection element.
  • the required heat and sound insulation between the two concrete slabs 1 and 2 is created by means of an insulation body 3.
  • the floor slab 2 rests on the corresponding masonry 4, while the cantilever plate 1 hangs on the reinforcing bars 5.
  • the reinforcing bars 5 are called compression or tension bars.
  • the upper rods in the installed position are predominantly subjected to tensile forces and the lower rods are primarily subjected to compressive forces which are caused by the torque of the dead weight and the load on the cantilever plate 1.
  • One tension and one compression rod 5, which are arranged at least approximately vertically one above the other in the installed position, are combined in pairs by means of corrosion-resistant end plates 6.
  • the end plates 6, in the installed state of the element are combined on one side in the end face of the respective concrete plate 1 or 2 and with the other side directly on the insulation body 3 and together form the cantilever plate connection element.
  • both all tension and all compression rods of an element can be connected to at least one cross rod 7 running parallel to the longitudinal direction of the insulation body 3.
  • all tension and compression rods can be made of inexpensive structural steel and can only be protected against corrosion by a coating.
  • the end plates have to be made of corrosion-resistant material, such as stainless steel.
  • the end plates 6 have a multiple function. On the one hand, they serve, as already described, to hold a tension and a compression rod. Furthermore, similar to ironing in the above-mentioned EU-A 0119165, they counteract the expansion effect of the compression and tension rods 5 in the joint area. However, they are cheaper than the stirrups mentioned, since they are located directly at the joint and are therefore effective earlier. Another function has proven to be particularly effective.
  • the reinforcing bars 5 Due to the changing load on the cantilever plate, the reinforcing bars 5 are elastically deformed, even if only to a limited extent. In the area of the introduction of the reinforcing bars into the concrete slabs, concrete particles have repeatedly flaked off. This created two serious problems in these places there is increased corrosion of the bars and secondly concrete erosion, which results in further flaking of concrete, and secondly the static forces change the longer the part of the reinforcing bars that is no longer held in the concrete. By using the end plates according to the invention, these problems can be avoided without having to resort to oversized and rustproof reinforcing bars. In this way, safety and service life can be increased without significantly affecting the economy of the cantilever panel connection element.
  • FIG. 2 in which a side view is shown, it can clearly be seen that the reinforcing bars 5 are each covered with a sleeve 8.
  • These sleeves are in turn made of non-corroding material, for example stainless steel.
  • the sleeves 8 do not rest on the reinforcing bars 5.
  • a cavity thus remains, which is filled with a hardening material 9.
  • Good experience has been gained, in particular, with plastic-modified mortar, which has a very high compressive strength.
  • the compressive strength of the material must in any case be equal to or higher than that of concrete.
  • the hardness should be more than 500 kg / cm2 wear.
  • the sleeves 8 are dimensioned such that they protrude into the concrete slabs 1 and 2 on both sides when installed. With this configuration, the risk of corrosion of the rods 5 can be completely avoided without having to resort to the expensive, stainless steel for the entire rods.
  • the variant shown in FIG. 3 ultimately only differs from the embodiment according to FIGS. 1 and 2 by the transverse force rod 10.
  • the transverse force rod 10 In contrast to the other supports 5, however, the transverse force rod 10 must be made entirely of stainless steel.
  • the insulation body can be made of rock wool or foamed plastic. When using the above-mentioned plastic, the insulation body 3 can during production are foamed directly onto the cantilever panel connection element.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Analogue/Digital Conversion (AREA)
  • Semiconductor Integrated Circuits (AREA)
  • Radar Systems Or Details Thereof (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Mechanical Coupling Of Light Guides (AREA)
  • Pressure Sensors (AREA)
  • Particle Formation And Scattering Control In Inkjet Printers (AREA)
  • Floor Finish (AREA)

Abstract

The element consists of an insulating member (3) which is penetrated by reinforcing rods (5). The reinforcing rods (5) are concreted, on the one hand, in the cantilever panel (1) and, on the other hand, in the floor panels (2). Stainless steel end plates (6), which are each penetrated by a tension-rod and compression-rod pair, are provided on both sides of the insulating member (3) located in the joint gap. The advantage of the construction consists in optimising statics, durability and safety. <IMAGE>

Description

Die vorliegende Erfindung betrifft ein Kragplattenan­schlusselement zum isolierten, kraftschlüssigen Verbinden einer Bodendeckenplatte mit einer auskragender Platte, mit einem quaderförmigen Isolationskörper und diesen durch­setzenden Armierungsstäben.The present invention relates to a cantilever plate connection element for the insulated, non-positive connection of a floor cover plate with a cantilever plate, with a cuboid-shaped insulation body and reinforcing bars passing through it.

Kragplattenanschlusselement der obengenannten Bauart sind in verschiedenen Ausführungen seit wenigen Jahren bekannt. So wurde in der DE-A 3116 381 (Schöck) erstmals ein Kragplattenanschlusselement der obengenannten Art beschrie­ben, wobei zusätzlich zu den die Fuge überquerenden Zug­stäben auch noch im Isolationskörper Druckelemente einge­legt sind, die die Uebertragung der Druckkräfte übernehmen. Eine zweite Ausführungsform gemäss der EP-A 0119165 (W.Egger) verwendet in Schlaufen geformte Stäbe ohne jedoch zusätzlich Querkraftstäbe zu verwenden. Je ein Zug- und ein Druckstab bilden zusammen eine Schlaufe. Gegen die Spreiz­wirkung der beiden Stäbe sind beidseitig der Fuge Bügel angebracht, die in der Einbaulage des Elements in den ent­ sprechenden Platten einbetoniert sind.Cantilever panel connection element of the above-mentioned type have been known in various designs for a few years. DE-A 3116 381 (Schöck) for the first time described a cantilever plate connection element of the above-mentioned type, whereby in addition to the tension rods crossing the joint, pressure elements are also inserted in the insulation body, which take over the transmission of the pressure forces. A second embodiment according to EP-A 0119165 (W.Egger) uses rods shaped in loops without, however, additionally using transverse force rods. Each pull and push rod form a loop. Against the spreading effect of the two bars, the joint bracket is attached on both sides, which in the installed position of the element in the ent speaking slabs are concreted.

Neuerdings sind auch noch Kragplattenanschlusselemente auf dem Markt, die ebenfalls keine Druckelemente aufweisen, jedoch zusätzlich zu den Zug- und Druckstäben auch noch Querkraftstäbe besitzen. Die DE-A 34 46006 schlägt ferner vor, die Stäbe im Fugenbereich mit korrosionsbeständigen Manschetten zu versehen.Recently, cantilever plate connection elements are also on the market, which likewise do not have any pressure elements, but which also have shear force rods in addition to the tension and compression rods. DE-A 34 46006 also proposes to provide the rods in the joint area with corrosion-resistant sleeves.

Bei der Beurteilung eines Kragplattenanschlusselementes spielen insbesonders drei Punkte eine Bedeutung:

  • a) Die Statik, die durch Materialwahl und Dimensionierung beeinflusst wird,
  • b) die Lebensdauer und damit die Sicherheit, welche durch die Materialwahl und den Korrosionsschutz beeinflusst wird und
  • c) schliesslich die Wirtschaftlichkeit, die den vorgenan­nten Kriterien diametral gegenüber steht.
When evaluating a cantilever panel connection element, three points play a particularly important role:
  • a) The statics, which are influenced by the choice of materials and dimensions,
  • b) the service life and thus the safety, which is influenced by the choice of material and the corrosion protection, and
  • c) finally the profitability, which is diametrically opposed to the aforementioned criteria.

Die vorliegende Erfindung stellt sich zur Aufgabe eine bezüglich den drei Kriterien optimierte Lösung zu schaffen. Diese Aufgabe löst ein Kragplattenanschlusselement gemäss Oberbegriff des Patentanspruches, welches sich dadurch aus­ zeichnet, dass mindestens jeweils zwei Armierungsstäbe in vertikaler Anordnung übereinander, je beidseitig des Isola­tionskörpers in Stirnplatten aus korrosionsbeständigen Material gehalten sind.The object of the present invention is to create a solution which is optimized with regard to the three criteria. This task is solved by a cantilever plate connecting element according to the preamble of the patent claim, which is thereby characterized is characterized in that at least two reinforcing bars in a vertical arrangement one above the other, are held on both sides of the insulation body in end plates made of corrosion-resistant material.

In der Zeichnung sind zwei Ausführungsbeispiele des Erfin­dungsgegenstandes dargestellt und anhand der nachfolgenden Beschreibung eläutert.In the drawing, two exemplary embodiments of the subject matter of the invention are illustrated and explained with the aid of the following description.

Es zeigt:

  • Figur 1 Ein Ausführungsbeispiel mit Zug- und Druckstäben in perspektivischer Darstellung, teilweise in ein­gebauter Lage;
  • Figur 2 Eine Seitenansicht eines Elementes in grösserem Massstab und
  • Figur 3 einen Vertikalschnitt durch ein Element mit einem Armierungsstab für die Querkräfte, im eingebauten Zustand.
It shows:
  • Figure 1 An embodiment with tension and compression rods in perspective, partially in the installed position;
  • Figure 2 is a side view of an element on a larger scale and
  • Figure 3 is a vertical section through an element with a reinforcing bar for the transverse forces, in the installed state.

Ein besonders wichtiges Anwendungsgebiet für Kragplatten­anschlusselemente sind Balkone. Der Balkon ist somit die auskragende Platte oder kurz Kragplatte 1, die mit dem Gebäude, insbesondere mit der in derselben Ebene liegenden Bodendeckenplatte 2 verbunden sein muss. Diese Verbindung stellt das Kragplattenanschlusselement her. Die erforder­liche Wärme- und Schallisolation zwischen den beiden beto­nierten Platten 1 und 2 wird mittels eines Isolations­körpers 3 erstellt.Balconies are a particularly important area of application for cantilever panels. The balcony is therefore the cantilever plate or cantilever plate 1, which must be connected to the building, in particular with the floor slab 2 lying in the same plane. This connection is made by the cantilever panel connection element. The required heat and sound insulation between the two concrete slabs 1 and 2 is created by means of an insulation body 3.

Die Bodendeckenplatte 2 liegt auf dem entsprechenden Mauer­werk 4 auf, während die Kragplatte 1 an den Armierungs­stäben 5 hängt.Je nach ihrer Belastung nennt man die Armie­rungsstäbe 5 Druck- oder Zugstäbe. Dabei sind die in der Einbaulage oberen Stäbe vorwiegend Zugkräften und die unteren Stäbe vorwieden Druckkräften ausgesetz, die durch das Drehmoment des Eigengewichts und der Belastung der Kragplatte 1 bewirkt werden. Je ein Zug- und ein Druckstab 5, die in der Einbaulage mindestens annähernd vertikal übereinander angeordnet sind, sind mittels korrosions­beständigen Stirnplatten 6 paarweise zusammengefasst. Die Stirnplatten 6 liegen, im eingebauten Zustand des Ele­mentes, einseitig in der Stirnfläche der jeweiligen Beton­platte 1, beziehungsweise 2 und mit der anderen Seite direkt am Isolationskörper 3 zusammengefasst und bilden zusammen mit diesem das Kragplattenanschlusselement. Zur Versteifung des Elementes und zur Verbindung desselben mit den Armierungsnetzen in der Bodendeckenplatte 2 beziehungs­weise der Kragplatte 1, können sowohl sämtliche Zug- wie auch sämtliche Druckstäbe eines Elementes mit je mindestens einem parallel zur Längsrichtung des Isolationskörpers 3 verlaufenden Querstabes 7 verbunden sein.The floor slab 2 rests on the corresponding masonry 4, while the cantilever plate 1 hangs on the reinforcing bars 5. Depending on their load, the reinforcing bars 5 are called compression or tension bars. The upper rods in the installed position are predominantly subjected to tensile forces and the lower rods are primarily subjected to compressive forces which are caused by the torque of the dead weight and the load on the cantilever plate 1. One tension and one compression rod 5, which are arranged at least approximately vertically one above the other in the installed position, are combined in pairs by means of corrosion-resistant end plates 6. The end plates 6, in the installed state of the element, are combined on one side in the end face of the respective concrete plate 1 or 2 and with the other side directly on the insulation body 3 and together form the cantilever plate connection element. To stiffen the element and to connect it to the reinforcement nets in the floor cover plate 2 or the cantilever plate 1, both all tension and all compression rods of an element can be connected to at least one cross rod 7 running parallel to the longitudinal direction of the insulation body 3.

In der einfachsten Ausführungsform können sämtliche Zug- und Druckstäbe aus preiswertem Baustahl sein, und lediglich durch eine Beschichtung gegen Korrosion geschützt werden. Hingegen müssen die Stirnplatten aus korrosionsbeständigem Material, wie z.B. rostfreiem Stahl gefertigt werden. Die Stirnplatten 6 haben eine Mehrfachfunktion. Zum einen dienen sie wie bereits beschrieben, um je einen Zug- und einen Druckstab zu halten. Ferner wirken sie, ähnlich dem Bügeln in der eingangs zitierten EU-A 0119165, der Spreizwirkung der Druck- und Zugstäbe 5 im Fugenbereich entgegen. Dabei sind sie jedoch günstiger angebracht wie die genannten Bügel, da sie direkt bei der Fuge liegen, und daher früher wirksam sind. Eine weitere Funktion hat sich als besonders effektiv erwiesen. Durch die wechselnde Belastung auf der Kragplatte werden die Armierungsstäbe 5, wenn auch nur in begrenztem Rahmen, elastisch verformt. Dabei sind im Bereich der Einführung der Armierungsstäbe in die Betonplatten immer wieder Betonteilchen abgeplatzt. Dies schuf zwei gravierende Probleme, zum einen tritt an diesen Stellen vermehrt eine Korrosion der Stäbe auf und zum zweiten eine Betonerosion, die ein weiteres Abplatzen von Beton zur Folge hat, und zum anderen verändern sich die statischen Kräfte je länger der nicht mehr im Beton gehaltene Teil der Armierungsstäbe ist. Durch die Verwen­dung der erfindergemässen Stirnplatten lassen sich diese Probleme vermeiden, ohne dass man auf überdimensionierte und rostfreie Armierungsstäbe ausweichen muss. Somit lässt sich die Sicherheit und die Lebensdauer erhöhen, ohne die Wirtschaftlichkeit des Kragplattenanschlusselementes erheb­lich zu belasten.In the simplest embodiment, all tension and compression rods can be made of inexpensive structural steel and can only be protected against corrosion by a coating. On the other hand, the end plates have to be made of corrosion-resistant material, such as stainless steel. The end plates 6 have a multiple function. On the one hand, they serve, as already described, to hold a tension and a compression rod. Furthermore, similar to ironing in the above-mentioned EU-A 0119165, they counteract the expansion effect of the compression and tension rods 5 in the joint area. However, they are cheaper than the stirrups mentioned, since they are located directly at the joint and are therefore effective earlier. Another function has proven to be particularly effective. Due to the changing load on the cantilever plate, the reinforcing bars 5 are elastically deformed, even if only to a limited extent. In the area of the introduction of the reinforcing bars into the concrete slabs, concrete particles have repeatedly flaked off. This created two serious problems in these places there is increased corrosion of the bars and secondly concrete erosion, which results in further flaking of concrete, and secondly the static forces change the longer the part of the reinforcing bars that is no longer held in the concrete. By using the end plates according to the invention, these problems can be avoided without having to resort to oversized and rustproof reinforcing bars. In this way, safety and service life can be increased without significantly affecting the economy of the cantilever panel connection element.

Auf diesen Ueberlegungen basierend ist man, sodann noch einen Schritt weiter gegangen. In der Figur 2 in dem eine Seitenansicht dargestellt ist, sieht man deutlich, dass die Armierungsstäbe 5 jeweils mit einer Hülse 8 ummantelt sind. Diese Hülsen sind wiederum aus nichtkorrodierendem Mate­rial beispielweise rostfreiem Stahl. Die Hülsen 8 liegen nicht auf den Armierungsstäben 5 auf. Es verbleibt somit ein Hohlraum, der mit einem härtenden Material 9 ausgefüllt ist. Gute Erfahrungen hat man insbesondere mit kunststoff­vergütetem Mörtel gemacht, der eine sehr grosse Druck­festigkeit aufweist. Die Druckfestigkeit des Materials muss auf jeden Fall gleich oder höher als diejenige von Beton sein. Vorzugsweise sollte die Härte mehr als 500 kg/cm² be­ tragen. Die Hülsen 8 sind so dimensioniert, dass sie im eingebauten Zustand in die Betonplatten 1 und 2 beidseitig hineinragen. Mit dieser Ausgestaltung lässt sich die Kor­rosionsgefahr der Stäbe 5 vollständig vermeiden, ohne dass man auf den teuren, rostfreien Stahl für die gesamten Stäbe ausweichen muss.Based on these considerations, you went one step further. In FIG. 2, in which a side view is shown, it can clearly be seen that the reinforcing bars 5 are each covered with a sleeve 8. These sleeves are in turn made of non-corroding material, for example stainless steel. The sleeves 8 do not rest on the reinforcing bars 5. A cavity thus remains, which is filled with a hardening material 9. Good experience has been gained, in particular, with plastic-modified mortar, which has a very high compressive strength. The compressive strength of the material must in any case be equal to or higher than that of concrete. Preferably the hardness should be more than 500 kg / cm² wear. The sleeves 8 are dimensioned such that they protrude into the concrete slabs 1 and 2 on both sides when installed. With this configuration, the risk of corrosion of the rods 5 can be completely avoided without having to resort to the expensive, stainless steel for the entire rods.

Die "Sandwichkonstruktion" der Stäbe im Fugenbereich ver­bessert aber ganz besonders die Festigkeit der auf Druck belastenden Armierungsstäbe. Selbstverständlich durchstos­sen die Hülsen 8 nun auch die Stirnplatten 6.The "sandwich construction" of the bars in the joint area, however, particularly improves the strength of the reinforcing bars that put pressure on them. Of course, the sleeves 8 now also pierce the end plates 6.

Die in der Figur 3 letztlich noch dargestellte Variante unterscheidet sich lediglich durch den Querkraftstab 10 von der Ausführung nach den Figuren 1 und 2. Der Querkraftstab 10 muss jedoch im Gegensatz zu den anderen Stützen 5 voll­ständig aus rostfreiem Stahl gefertigt sein. Die Verwendung eines Querkraftstabes 10, der die Stirnplatte 6 boden­deckenplattenseitig knapp unterhalb des oben liegenden Zug­stabes und kragplattenseitig knapp oberhalb des unten lie­genden Druckstabes durchsetzt, erlaubt eine geringe Redu­zierung des Durchmessers der übrigen Armierungsstäbe. In manchen Optimierungsfällen kann diese Lösung bevorzugt wer­den. Der Isolationskörper kann wie bekannt aus Steinwolle oder geschäumten Kunststoff sein. Bei der Verwendung von obengenanntem Kunststoff kann der Isolationskörper 3 bei der Fertigung direkt auf das Kragplattenanschlusselement aufgeschäumt werden.The variant shown in FIG. 3 ultimately only differs from the embodiment according to FIGS. 1 and 2 by the transverse force rod 10. In contrast to the other supports 5, however, the transverse force rod 10 must be made entirely of stainless steel. The use of a shear force rod 10, which penetrates the end plate 6 on the bottom cover plate side just below the top tension rod and on the cantilever plate side just above the bottom pressure rod, allows a slight reduction in the diameter of the other reinforcing rods. In some optimization cases this solution can be preferred. As is known, the insulation body can be made of rock wool or foamed plastic. When using the above-mentioned plastic, the insulation body 3 can during production are foamed directly onto the cantilever panel connection element.

Claims (6)

1. ) Kragplattenanschlusselement zum isolierten, kraft­schlüssigen Verbinden einer Bodendeckenplatte (2) mit einer auskragender Platte (1), mit einem quader­förmigen Isolationskörper (3) und diesen durch­setzenden Armierungsstäben (5) ,dadurch gekennzeichnet, dass mindestens jeweils zwei Armierungsstäbe (5) in vertikaler Anordnung übereinander, je beidseitig des Isolationskörpers (3) in Stirnplatten (6) aus korro­sionsbeständigem Material gehalten sind.1.) Cantilever plate connecting element for the insulated, non-positive connection of a floor cover plate (2) with a cantilever plate (1), with a cuboid insulation body (3) and reinforcing bars (5) penetrating this, characterized in that at least two reinforcing bars (5) each in vertical Arranged one above the other, each on both sides of the insulation body (3) in end plates (6) made of corrosion-resistant material. 2. ) Kragplattenanschlusselement nach Anspruch 1, dadurch gekennzeichnet, dass die Armierungsstäbe (5) mindes­tens im Isolationskörper (3) durchsetzenden Bereich mit korrosionsbeständigen Hülsen (8) umgeben sind, wobei jeweils jeder Zwischenraum zwischen einer Hülse (8) und dem Armierungsstab (5) mit einer aushärtenden Masse (9), die eine grössere Härte als Beton aufweist, ausgefüllt ist, und dass die Hülsen (8) die Stirnplat­ten (6) durchsetzen.2.) Cantilever plate connecting element according to claim 1, characterized in that the reinforcing bars (5) are surrounded at least in the area penetrating through the insulating body (3) with corrosion-resistant sleeves (8), each gap between a sleeve (8) and the reinforcing bar (5). is filled with a hardening mass (9), which has a greater hardness than concrete, and that the sleeves (8) penetrate the end plates (6). 3. ) Kragplattenanschlusselement nach Anspruch 2, dadurch gekennzeichnet, dass zusätzlich zu den mit Hülsen (8) ummantelten Armierungsstäbe, noch Armierungsstäbe (10) aus korrosionsbeständigem Material vorhanden sind, die der Aufnahme der Querkräfte dienen und ebenfalls in den Stirnplatten (6) gehalten sind.3.) Cantilever plate connecting element according to claim 2, characterized in that in addition to the reinforcing rods sheathed with sleeves (8), reinforcing rods (10) made of corrosion-resistant material are also present, which serve to absorb the transverse forces and are also held in the end plates (6) . 4. ) Kragplattenanschlusselement nach Anspruch 2, dadurch gekennzeichnet, dass der Zwischenraum mit einem kunst­stoffvergüteten Mörtel gefüllt ist.4.) Cantilever panel connection element according to claim 2, characterized in that the space is filled with a plastic-modified mortar. 5. ) Kragplattenanschlusselement nach Anspruch 1, dadurch gekennzeichnet, dass der Isolationskörper (3) aus einem direkt aufgeschäumten Material besteht.5.) Cantilever panel connection element according to claim 1, characterized in that the insulation body (3) consists of a directly foamed material. 6. ) Kragplattenanschlusselement nach Anspruch 2, dadurch gekennzeichnet, dass der Zwischenraum mit einem Material gefüllt ist, welches eine Härte von mehr als 500 kg-cm² aufweist.6.) Cantilever panel connection element according to claim 2, characterized in that the intermediate space is filled with a material which has a hardness of more than 500 kg-cm².
EP89810129A 1988-04-22 1989-02-17 Connecting element for cantilever panel Expired - Lifetime EP0338972B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT89810129T ATE63589T1 (en) 1988-04-22 1989-02-17 CANTILE PLATE CONNECTION ELEMENT.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH1505/88A CH676615A5 (en) 1988-04-22 1988-04-22
CH1505/88 1988-04-22

Publications (2)

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EP0338972A1 true EP0338972A1 (en) 1989-10-25
EP0338972B1 EP0338972B1 (en) 1991-05-15

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EP89810129A Expired - Lifetime EP0338972B1 (en) 1988-04-22 1989-02-17 Connecting element for cantilever panel

Country Status (6)

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US (1) US4959940A (en)
EP (1) EP0338972B1 (en)
AT (1) ATE63589T1 (en)
CH (1) CH676615A5 (en)
DE (1) DE58900117D1 (en)
FI (1) FI91652C (en)

Cited By (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4102332A1 (en) * 1991-01-26 1992-07-30 Frank Gmbh & Co Kg Max Balcony mounting - has fibre-reinforced plastic absorbing tension load and passing through insulating body
DE4103278A1 (en) * 1991-02-04 1992-08-13 Schoeck Bauteile Gmbh Thermal insulation element between balcony and main building - has sealing rings to prevent corrosion of reinforcing rods
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Families Citing this family (51)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE59208345D1 (en) * 1991-02-15 1997-05-22 Reto Bonomo Insulating cantilever panel connection element and use of the same
FR2686111B1 (en) * 1992-01-10 1996-06-28 Job Jean Claude SUPPORT CONSOLE FOR FIXING TO A WALL OF ARCHITECTURAL DECORATIVE ELEMENTS.
US5487249A (en) * 1994-03-28 1996-01-30 Shaw; Ronald D. Dowel placement apparatus for monolithic concrete pour and method of use
US5678952A (en) * 1995-11-16 1997-10-21 Shaw; Lee A. Concrete dowel placement apparatus
EP0792972A1 (en) * 1996-02-27 1997-09-03 Pecon AG Cantilever plate connecting element
USD419700S (en) * 1998-11-20 2000-01-25 Shaw Lee A Load transfer dowel holder
DE19908388B4 (en) * 1999-02-26 2008-10-30 Schöck Bauteile GmbH Component for thermal insulation
US6210070B1 (en) 1999-04-14 2001-04-03 Ron D. Shaw Concrete dowel slip tube with clip
NL1012410C2 (en) * 1999-06-22 2001-01-10 R C M Ankertec B V Concrete construction with anchor rods and anchor rod.
US6502359B1 (en) * 2000-02-22 2003-01-07 Bometals, Inc. Dowel placement apparatus for concrete slabs
US6345473B1 (en) * 2000-04-24 2002-02-12 Charles Pankow Builders, Ltd. Apparatus for use in the construction of precast, moment-resisting frame buildings
FR2808821B1 (en) * 2000-05-11 2003-05-09 Electricite De France ELEMENTARY MODULE FOR THE CONSTRUCTION OF A THERMAL BRIDGE BREAKER BETWEEN A WALL AND A CONCRETE SLAB AND BUILDING STRUCTURE INCLUDING APPLICATION
US6588730B2 (en) * 2001-07-31 2003-07-08 Bill Hughes Method and apparatus for use in positioning high-strength cables within a precast, moment resisting frame
NO316180B1 (en) * 2002-05-22 2003-12-22 Sb Produksjon As Devices for attaching building elements to a support element and using them
ES2229885B1 (en) * 2003-03-20 2005-12-16 Antonio Maria Estudio Urgari,S.L. SYSTEM OF CONSTRUCTION OF BALCONS OR TERRACES AND BALCONY OR TERRACE BUILT WITH THIS SYSTEM.
BG64925B1 (en) * 2003-11-11 2006-09-29 Момчил ЯКИМОВ Device for breaking heat bridges in reinforced concrete slabs
US8454265B2 (en) * 2005-02-09 2013-06-04 Ez Form, Inc. Apparatus for transferring loads between concrete slabs
US20060180950A1 (en) * 2005-02-09 2006-08-17 Jordan Richard D Apparatus for and method of forming concrete and transferring loads between concrete slabs
US20050166531A1 (en) * 2005-02-09 2005-08-04 Mcdonald Stephen F. Method of forming concrete and an apparatus for transferring loads between concrete slabs
US20060185316A1 (en) * 2005-02-09 2006-08-24 Jordan Richard D Apparatus for and method of forming concrete and transferring loads between concrete slabs
US20070272824A1 (en) * 2005-03-11 2007-11-29 Mcdonald Stephen F Method of Forming Concrete
DE102005039025A1 (en) * 2005-08-18 2007-02-22 Schöck Bauteile GmbH Component for thermal insulation
US20070134063A1 (en) * 2005-12-14 2007-06-14 Shaw And Sons, Inc. Dowel device with closed end speed cover
US20070196170A1 (en) * 2006-02-09 2007-08-23 Mcdonald Stephen F Apparatus for forming concrete and transferring loads between concrete slabs
US20090049776A1 (en) * 2007-08-23 2009-02-26 Matakii O'goshi Lim Stable and efficient building system
DE102009011616A1 (en) * 2009-03-04 2010-09-09 Schöck Bauteile GmbH Shuttering apparatus and method for creating a recess during casting of a component
US8291662B2 (en) 2010-01-06 2012-10-23 Tdj Masonry Inc. Continuous pour concrete slip dowel
DE102010027661B4 (en) * 2010-07-19 2012-08-02 Schöck Bauteile GmbH Shuttering apparatus and method for providing a recess during casting of a building component
GB2485397B (en) * 2010-11-12 2013-07-03 Wembley Innovation Ltd Reinforced masonry panel structures
CA2849628C (en) 2011-09-21 2018-03-06 Lehigh University Ductile chord connectors for use in connecting rods in structures
CA2791666C (en) 2011-10-07 2019-10-29 Actuant Corporation Barrier cable anchor rail
EP2653625B1 (en) * 2012-04-20 2018-11-21 HALFEN GmbH Thermally insulating component
GB2504720B (en) * 2012-08-07 2014-07-16 Laing O Rourke Plc Joints between precast concrete elements
US8973317B2 (en) 2013-05-13 2015-03-10 James Larkin Thermal break for concrete slab edges and balconies
US20150197898A1 (en) 2014-01-15 2015-07-16 Shaw & Sons, Inc. Concrete dowel system
US9340969B1 (en) 2014-11-13 2016-05-17 Shaw & Sons, Inc. Crush zone dowel tube
US10787809B2 (en) * 2015-03-23 2020-09-29 Jk Worldwide Enterprises Inc. Thermal break for use in construction
EP3118381A1 (en) * 2015-07-15 2017-01-18 FEHR Groupe Device for attaching a building element having a large cantilever, such as a prefabricated balcony, to at least one structural element of a building
BR112018000785B1 (en) * 2015-07-17 2023-02-07 Sumitomo Mitsui Construction Co., Ltd FRAME STRUCTURE AND FRAME STRUCTURE CONSTRUCTION METHOD
US20170096810A1 (en) 2015-10-05 2017-04-06 Shaw & Sons, Inc. Concrete dowel placement system and method of making the same
US20190024367A1 (en) 2015-10-05 2019-01-24 Shaw & Sons, Inc. Concrete dowel placement system and method of making the same
BE1023959B1 (en) * 2016-03-17 2017-09-22 Plakabeton Nv FIRE-RESISTANT CONSTRUCTION ELEMENT FOR REALIZING A CONNECTION BETWEEN THERMALLY INSULATED PARTS OF A BUILDING
DK3272958T3 (en) * 2016-07-22 2020-05-04 Schoeck Bauteile Gmbh Building element for thermal insulation
DE102016124736A1 (en) * 2016-12-19 2018-06-21 Schöck Bauteile GmbH Component for thermal insulation
CA3088299A1 (en) * 2018-01-10 2019-07-18 Jencol Innovations, Llc Thermal break for concrete slabs
GB201819196D0 (en) * 2018-11-26 2019-01-09 Ancon Ltd Building element, system and method
US20210172240A1 (en) * 2019-12-05 2021-06-10 Jim KIRSCHNER Thermal-break assembly
US11578491B2 (en) 2020-02-07 2023-02-14 Shaw Craftsmen Concrete, Llc Topping slab installation methodology
US10934734B1 (en) * 2020-02-21 2021-03-02 King Saud University Damped reinforced joint for beam-column connection
KR102348485B1 (en) * 2020-07-06 2022-01-07 주식회사 정양에스지 A Structure of Insulator for Preventing Thermal Bridge
DE202021000466U1 (en) * 2021-02-01 2021-04-22 Halfen Gmbh Device for the subsequent thermally insulating, force-transmitting connection of a second load-bearing structural part to a first load-bearing structural part and structure with such a device

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3403537A1 (en) * 1984-02-02 1985-08-08 Veit Dennert KG Baustoffbetriebe, 8602 Schlüsselfeld Prefabricated balcony-construction element for buildings
DE8417440U1 (en) * 1984-06-08 1985-10-10 Halfeneisen GmbH & Co KG, 4000 Düsseldorf Console for connecting a cantilevered plate with a wall, ceiling or the like.
DE8700301U1 (de) * 1987-01-07 1987-03-26 Schöck Bauteile GmbH, 76534 Baden-Baden Bauelement zur Isolierung bei Gebäuden

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3283458A (en) * 1958-02-25 1966-11-08 Gersovitz Benjamin Shear reinforcement in reinforced concrete floor systems
US3782057A (en) * 1971-07-12 1974-01-01 R Gross Decking structure with guard rail support
DE2400928A1 (en) * 1974-01-09 1975-07-17 Lawrence R Ramberg Concrete wall or roof prefabricated reinforcing frame - with matching openings in component pairs holding reinforcing rods in grid
US4070848A (en) * 1977-04-28 1978-01-31 Lingle Cleo M Fastening bar assembly for frameless insulating panels
DE3116381C2 (en) * 1981-04-24 1983-04-28 Eberhard Ing. Schöck (grad.), 7570 Baden-Baden Pressure element in a heat-insulating prefabricated component for projecting parts of the building
CH652160A5 (en) * 1983-03-11 1985-10-31 Walter Egger CANTILEVER CONNECTING ELEMENT.
US4781006A (en) * 1986-11-10 1988-11-01 Haynes Harvey H Bolted chord bar connector for concrete construction

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3403537A1 (en) * 1984-02-02 1985-08-08 Veit Dennert KG Baustoffbetriebe, 8602 Schlüsselfeld Prefabricated balcony-construction element for buildings
DE8417440U1 (en) * 1984-06-08 1985-10-10 Halfeneisen GmbH & Co KG, 4000 Düsseldorf Console for connecting a cantilevered plate with a wall, ceiling or the like.
DE8700301U1 (de) * 1987-01-07 1987-03-26 Schöck Bauteile GmbH, 76534 Baden-Baden Bauelement zur Isolierung bei Gebäuden

Cited By (31)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4102332A1 (en) * 1991-01-26 1992-07-30 Frank Gmbh & Co Kg Max Balcony mounting - has fibre-reinforced plastic absorbing tension load and passing through insulating body
DE4102332C2 (en) * 1991-01-26 1998-07-02 Frank Gmbh & Co Kg Max Balcony connection
DE4103278A1 (en) * 1991-02-04 1992-08-13 Schoeck Bauteile Gmbh Thermal insulation element between balcony and main building - has sealing rings to prevent corrosion of reinforcing rods
DE4214704A1 (en) * 1992-05-02 1993-11-04 Schoeck Bauteile Gmbh COMPONENT FOR THERMAL INSULATION IN BUILDINGS
EP0605815A3 (en) * 1993-01-07 1994-12-21 Schoeck Bauteile Gmbh Construction element for the heat insulation of buildings.
DE4302683A1 (en) * 1993-02-01 1994-08-04 Schoeck Bauteile Gmbh Component for thermal insulation in buildings
EP0658660B1 (en) * 1993-12-15 1999-03-24 SCHÖCK BAUTEILE GmbH Heat insulation structural member
DE19528130A1 (en) * 1995-06-24 1997-01-02 Schoeck Bauteile Gmbh Component for thermal insulation
DE19528130B4 (en) * 1995-06-24 2005-07-21 Schöck Bauteile GmbH Component for thermal insulation
EP0818590A1 (en) * 1996-07-08 1998-01-14 Pecon AG Shearload dowel
EP0841439A1 (en) * 1996-11-08 1998-05-13 Pecon AG Connector element for cantilever slab
DE19652736B4 (en) * 1996-12-18 2006-02-16 Schöck Bauteile GmbH Component for thermal insulation
DE19705698A1 (en) * 1997-02-14 1998-08-20 Heinz Von Doellen Prefabricated insulation element for concreting in between load-bearing slabs and walls of building
DE19705698B4 (en) * 1997-02-14 2007-08-09 Döllen, Heinz von Prefabricated, between a load-bearing building ceiling and a balcony platform in the course of concreting the building ceiling and the balcony platform einzubetonierendes insulating element
DE102004020914B4 (en) * 2004-04-28 2008-05-29 Max Frank Gmbh & Co Kg cantilever panel
EP2055845A2 (en) 2007-11-02 2009-05-06 Debrunner Koenig Management AG Cantilever plate connecting element
EP2281959A1 (en) * 2009-06-24 2011-02-09 Stefan Schweizer Connector element for cantilever slab
EP2405065A1 (en) * 2010-11-19 2012-01-11 Georg Koch Insulating connection element for bearing compressive loads
EP2455557A1 (en) 2010-11-19 2012-05-23 Georg Koch Connection element for transferring pressure
EP2455556A1 (en) 2010-11-19 2012-05-23 Georg Koch Insulating connection element for transferring compression
US8590241B2 (en) 2010-11-19 2013-11-26 TebeTec AG Compressive force transmitting connection element
US8733050B2 (en) 2010-11-19 2014-05-27 TebeTec AG Compressive force transmitting connection element
FR2970722A1 (en) * 2011-01-20 2012-07-27 Ouest Armatures PARASISMIC PROFILE WITH LOW THERMAL CONDUCTIVITY AND THERMAL BRIDGE BREAKER MODULE EQUIPPED WITH SUCH A PROFILE.
CN111321801A (en) * 2018-12-14 2020-06-23 哈尔芬有限公司 Building and thermally insulated structural element for installation in a dividing joint of a building
CN111321801B (en) * 2018-12-14 2023-08-01 力维拓有限责任公司 Building and thermally insulating structural element for installation in a separation seam of a building
EP3912778A3 (en) * 2020-05-20 2022-03-16 Schöck Bauteile GmbH Supporting vertical precast concrete part and method for the horizontal production of a supporting vertical precast concrete part
WO2021240148A1 (en) * 2020-05-27 2021-12-02 Farrat Isolevel Limited Structural thermal break connector
FR3120640A1 (en) * 2021-03-11 2022-09-16 Josselin Guicherd Chaining system with thermal break
EP4056777A3 (en) * 2021-03-11 2023-01-04 Les Professionnels de la Chaudronnerie Industrielle Chaining system with thermal break
FR3140388A1 (en) * 2021-03-11 2024-04-05 Les Professionnels de la Chaudronnerie Industrielle Chaining system with thermal switch
EP4245934A1 (en) 2022-03-14 2023-09-20 Leviat GmbH Thermally insulating component

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FI91652C (en) 1994-07-25
FI91652B (en) 1994-04-15
ATE63589T1 (en) 1991-06-15
DE58900117D1 (en) 1991-06-20
FI891833A (en) 1989-10-23
US4959940A (en) 1990-10-02
CH676615A5 (en) 1991-02-15
FI891833A0 (en) 1989-04-18
EP0338972B1 (en) 1991-05-15

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