EP0338972B1 - Connecting element for cantilever panel - Google Patents

Connecting element for cantilever panel Download PDF

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Publication number
EP0338972B1
EP0338972B1 EP89810129A EP89810129A EP0338972B1 EP 0338972 B1 EP0338972 B1 EP 0338972B1 EP 89810129 A EP89810129 A EP 89810129A EP 89810129 A EP89810129 A EP 89810129A EP 0338972 B1 EP0338972 B1 EP 0338972B1
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EP
European Patent Office
Prior art keywords
attachment element
cantilever
reinforcing rods
cantilever panel
element according
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Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Lifetime
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EP89810129A
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German (de)
French (fr)
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EP0338972A1 (en
Inventor
Heinz Witschi
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CESSIONE;EGCO S.A.
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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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Publication of EP0338972B1 publication Critical patent/EP0338972B1/en
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/003—Balconies; Decks
    • E04B1/0038—Anchoring 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 elements of the type mentioned above have been known in various designs for a few years.
  • DE-A 3116 381 Schough
  • a cantilever plate connection element of the type mentioned above in addition to the tension rods crossing the joint, pressure elements which take over the transmission of the pressure forces are also inserted in the insulation body.
  • a second embodiment according to EP-A 0119165 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 corresponding 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 object is achieved by a cantilever plate connecting element according to the preamble of patent claim 1, which is characterized in that that at least two reinforcing bars are arranged vertically one above the other, each 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 lies on the corresponding masonry 4, while the cantilever plate 1 hangs on the reinforcing bars 5.
  • the reinforcement bars are called 5 compression or tension bars.
  • the upper rods in the installed position are predominantly subjected to tensile forces and the lower rods are predominantly subjected to compressive forces which are brought about 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 bars of an element can be connected to at least one cross bar 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 EA 0119165 cited at the beginning, they counteract the expansion effect of the compression and tension rods 5 in the joint area. However, they are cheaper than the stirrups mentioned because 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 1, the reinforcing bars 5 are deformed elastically, 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 spalling 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 preferably be more than 500 kg / cm2.
  • 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 ultimately shown in FIG. 3 differs only in the transverse force rod 10 from the embodiment in FIGS. 1 and 2.
  • the transverse force rod 10 in contrast to the other supports 5, 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)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Building Environments (AREA)
  • Analogue/Digital Conversion (AREA)
  • Radar Systems Or Details Thereof (AREA)
  • Semiconductor Integrated Circuits (AREA)
  • Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
  • Mechanical Coupling Of Light Guides (AREA)
  • Particle Formation And Scattering Control In Inkjet Printers (AREA)
  • Pressure Sensors (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.

Kragplattenanschlusselemente 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 entsprechenden Platten einbetoniert sind.Cantilever panel connection elements of the type mentioned above 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 type mentioned above, in addition to the tension rods crossing the joint, pressure elements which take over the transmission of the pressure forces are also inserted in the insulation body. 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 corresponding 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 1, welches sich dadurch auszeichnet, 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 object is achieved by a cantilever plate connecting element according to the preamble of patent claim 1, which is characterized in that that at least two reinforcing bars are arranged vertically one above the other, each 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 vorwiegend 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 lies on the corresponding masonry 4, while the cantilever plate 1 hangs on the reinforcing bars 5. Depending on their load, the reinforcement bars are called 5 compression or tension bars. The upper rods in the installed position are predominantly subjected to tensile forces and the lower rods are predominantly subjected to compressive forces which are brought about 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 bars of an element can be connected to at least one cross bar 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 E-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 1 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 EA 0119165 cited at the beginning, they counteract the expansion effect of the compression and tension rods 5 in the joint area. However, they are cheaper than the stirrups mentioned because 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 1, the reinforcing bars 5 are deformed elastically, 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 spalling 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 betragen. 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. The hardness should preferably be more than 500 kg / cm². 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 ultimately shown in FIG. 3 differs only in the transverse force rod 10 from the embodiment in FIGS. 1 and 2. However, in contrast to the other supports 5, 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. Cantilever panel attachment element for the insulated, force-engaging connection of a floor cover panel (2) with a protruding panel (1), having an insulating body (3) of parallelepipedic form and reinforcing rods (5) piercing this, characterised in that at least two reinforcing rods (5) in each case are held in vertical arrangement one above the other, each on both sides of the insulating body (3), in face plates (6) of corrosion-proof material.
2. Cantilever panel attachment element according to Claim 1, characterised in that the reinforcing rods (5) are surrounded, at least in the region piercing the insulating body (3), with corrosion-proof sleeves (8), each interspace between a sleeve (8) and the reinforcing rod (5) being filled out with a hardening composition (9) having a hardness greater than that of concrete, and in that the sleeves (8) penetrate the face plates (6).
3. Cantilever panel attachment element according to Claim 2, characterised in that in addition to the reinforcing rods jacketed with sleeves (8), reinforcing rods (10) of corrosion-proof material are also present which serve to take up the transverse forces and are likewise held in the face plates (6).
4. Cantilever panel attachment element according to Claim 2, characterised in that the interspace is filled with a synthetic plastics-improved mortar.
5. Cantilever panel attachment element according to Claim 1, characterised in that the insulating body (3) consists of a directly foamed-up material.
6. Cantilever panel attachment element according to Claim 2, characterised in that the interspace is filled with a material which has a hardness of more than 500 kg./cm.².
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
CH1505/88 1988-04-22
CH1505/88A CH676615A5 (en) 1988-04-22 1988-04-22

Publications (2)

Publication Number Publication Date
EP0338972A1 EP0338972A1 (en) 1989-10-25
EP0338972B1 true 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 (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0499590A1 (en) * 1991-02-15 1992-08-19 Reto Bonomo Insulating connecting element for balcony floors and the use thereoff
FR2686111A1 (en) * 1992-01-10 1993-07-16 Job Jean Claude Support bracket for fastening decorative architectural elements to a wall
DE4300181A1 (en) * 1993-01-07 1994-07-14 Schoeck Bauteile Gmbh Component for thermal insulation in buildings
EP0792972A1 (en) * 1996-02-27 1997-09-03 Pecon AG Cantilever plate connecting element
DE19908388B4 (en) * 1999-02-26 2008-10-30 Schöck Bauteile GmbH Component for thermal insulation

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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
DE4302683A1 (en) * 1993-02-01 1994-08-04 Schoeck Bauteile Gmbh Component for thermal insulation in buildings
DE4342673A1 (en) * 1993-12-15 1995-06-22 Schoeck Bauteile Gmbh Component for thermal insulation
US5487249A (en) * 1994-03-28 1996-01-30 Shaw; Ronald D. Dowel placement apparatus for monolithic concrete pour and method of use
DE19528130B4 (en) * 1995-06-24 2005-07-21 Schöck Bauteile GmbH Component for thermal insulation
US5678952A (en) * 1995-11-16 1997-10-21 Shaw; Lee A. Concrete dowel placement apparatus
CH691269A5 (en) * 1996-07-08 2001-06-15 Pecon Ag Shear force mandrel.
CH691606A5 (en) * 1996-11-08 2001-08-31 Pecon Ag Cantilever panel.
DE19652736B4 (en) * 1996-12-18 2006-02-16 Schöck Bauteile GmbH Component for thermal insulation
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
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EP0338972A1 (en) 1989-10-25
FI91652C (en) 1994-07-25
US4959940A (en) 1990-10-02
CH676615A5 (en) 1991-02-15
FI891833A (en) 1989-10-23
ATE63589T1 (en) 1991-06-15
FI891833A0 (en) 1989-04-18
FI91652B (en) 1994-04-15
DE58900117D1 (en) 1991-06-20

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