EP0609545B1 - Construction element for thermal insulation - Google Patents
Construction element for thermal insulation Download PDFInfo
- Publication number
- EP0609545B1 EP0609545B1 EP93120510A EP93120510A EP0609545B1 EP 0609545 B1 EP0609545 B1 EP 0609545B1 EP 93120510 A EP93120510 A EP 93120510A EP 93120510 A EP93120510 A EP 93120510A EP 0609545 B1 EP0609545 B1 EP 0609545B1
- Authority
- EP
- European Patent Office
- Prior art keywords
- insulating body
- bars
- transverse
- element according
- constructional element
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
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Classifications
-
- 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 invention relates to a component for thermal insulation between two components to be concreted, in particular between a building and a cantilevered outer part, consisting of an insulating body to be laid between them with integrated metallic tensile, compressive and transverse force rods which extend transversely to the insulating body and through it protrude on both sides into the components to be concreted, the transverse force rods starting from the building side running diagonally from top to bottom through the insulating body and then protruding in the area of the pressure zone in the direction of the cantilevered outer part to be concreted as published in CH-A-677 249.
- each insulating body is equipped with a plurality of horizontally continuous tension and compression bars and with obliquely installed transverse force bars, the number of reinforcing bars depending on the length of the insulating body and that between the subsequent ones Concrete parts is dependent on transmitted forces.
- the tension, compression and shear bars protrude horizontally from the insulating body, which ensures coverage with the connecting reinforcement of the components that connect on both sides.
- the present invention seeks to improve the component, in particular to improve its stability. In addition, the assembly and manufacturing costs are to be reduced.
- transverse force bars arranged in the vicinity of the pressure bars converge again with the start of the loop in the area of the projecting outer part to be concreted, forming an approximately vertical loop which extends upwards and is approximately perpendicular to the insulating body and in the loop area of the Shear force bars, approximately at the level of the pressure bars, fix a transverse bar for an edge reinforcement, in particular welded on.
- the distributor rod integrated according to the invention allows the position of the construction site reinforcement for the outer part to be fixed, because the plug-in stirrups at the end, which hold the tension and the pressure-absorbing Connect reinforcement elements, can be placed on the distributor bar in a simple manner, so that the spacers previously required for height fixing can be omitted.
- the function of the stirrups can be taken over by the loops mentioned.
- the preassembly of the distributor bar simplifies the production process, since assembly on the construction site is generally associated with greater effort. Pre-assembly also eliminates the risk of forgetting to assemble the distribution bar.
- the distributor rod is preferably welded both to the transverse force rods and to the pressure rods. This results in an optimal positional fixation of the pressure rods and the transverse force rods relative to the insulating body.
- the positions of the pressure rods or their pressure bearings on the one hand and the shear force rods on the other hand must be coordinated so that the distributor rod rests on the two reinforcement elements mentioned.
- the thrust bearing can also be used to fasten the distributor rod and / or the transverse force rods, for example by arranging the distributor rod on the rear side facing the insulating body or on the front side of the thrust bearing.
- the loop is designed approximately in the form of a flat rectangle, the narrow side lying away from the insulating body also being approximately semicircular, and the lower and upper loop parts running approximately horizontally, namely the lower part approximately at the height of the pressure rods and upper part approximately in the train area. Accordingly, the beginning and end of the loop converge at an angle of approximately 90 ° at a certain distance from the insulating body and are welded there.
- the pressure rods are expediently provided at both ends with cross-sectional expansions in the form of plate-like thrust bearings, as a result of which the pressure forces to be transmitted are distributed over a larger contact surface on the concrete components at the joints. This reduces the Hertzian pressure that occurs.
- the shear bars from stainless steel at least within the insulating body and in the transition area adjoining on both sides.
- the component consists of an essentially rectangular insulating body 1, which is arranged on the construction site between the concrete slabs to be concreted. It has a series of tension rods 2 in its upper region and a series of compression rods 3 in its lower region. While the pressure bars do not protrude very far on both sides, the tension bars protrude far into the components to be concreted.
- the insulating body 1 carries a series of shear bars 4, which serve in the usual way to absorb the vertical weight of the projecting outer part. They therefore come from the building side A approximately at a medium height into the insulating body 1, then run obliquely downward and emerge again from the insulating body in the lower region on the side facing the projecting outer part B. In its exit area, the insulating body has vertical depressions 1a, so that the transverse force bars are enclosed by the concrete in the area subjected to bending.
- the protruding part of the transverse force rod 4 assigned to the outer part B is extended to form a loop 4a, namely proceeding approximately horizontally starting from the beginning of its loop 4b, extending upwards in the form of a semicircle 4c, from there again approximately horizontally in the direction of Insulating body 1 runs back to run downward approximately above the pressure rod ends so that its end 4d forms an angle of approximately 90 ° with the beginning 4b of the loop described in this way at its crossing point.
Abstract
Description
Die Erfindung betrifft ein Bauelement zur Wärmedämmung zwischen zwei zu betonierenden Bauteilen, insbesondere zwischen einem Gebäude und einem vorkragenden Außenteil, bestehend aus einem dazwischen zu verlegenden Isolierkörper mit integrierten metallischen Zug-, Druck- und Querkraftstäben, die sich quer zum Isolierkörper durch diesen hindurch erstrecken und beidseits in die zu betonierenden Bauteile vorstehen, wobei die Querkraftstäbe ausgehend von der Gebäudeseite schräg von oben nach unten durch den Isolierkörper hindurchlaufen und sodann im Bereich der Druckzone in Richtung auf das zu betonierende vorkragende Außenteil vorstehen wie in der CH-A-677 249 veröffentlicht.The invention relates to a component for thermal insulation between two components to be concreted, in particular between a building and a cantilevered outer part, consisting of an insulating body to be laid between them with integrated metallic tensile, compressive and transverse force rods which extend transversely to the insulating body and through it protrude on both sides into the components to be concreted, the transverse force rods starting from the building side running diagonally from top to bottom through the insulating body and then protruding in the area of the pressure zone in the direction of the cantilevered outer part to be concreted as published in CH-A-677 249.
Derartige Bauelemente gestatten es, vorkragende Betonteile, insbesondere Balkonplatten, mit der entsprechenden Zwischendecke eines Gebäudes zu verbinden, wobei die sonst üblichen Kältebrücken weitestgehend eliminiert werden. Sie setzen sich daher in der Praxis immer stärker durch und sind inzwischen in zahlreichen Ausführungsformen bekannt. Im allgemeinen ist jeder Isolierkörper mit mehreren horizontal durchlaufenden Zug- und Druckstäben und mit schräg eingebauten Querkraftstäben bestückt, wobei die Anzahl der Bewehrungsstäbe von der Länge des Isolierkörpers und von den zwischen den anschließenden Betonteilen zu übertragenden Kräften abhängig ist. Die Zug-, Druck- und die Querkraftstäbe stehen aus dem Isolierkörper horizontal vor, wodurch eine Überdeckung mit der Anschlußbewehrung der beidseits anschließenden Bauteile gewährleistet ist. Andererseits resultiert hieraus das Problem, daß die auf der Baustelle zu verlegende Bewehrung mitunter mit den Bewehrungsstäben des Isolierkörpers kollidiert.Components of this type allow cantilevered concrete parts, in particular balcony slabs, to be connected to the corresponding false ceiling of a building, with the otherwise usual cold bridges being largely eliminated. They are therefore becoming increasingly popular in practice and are now known in numerous embodiments. In general, each insulating body is equipped with a plurality of horizontally continuous tension and compression bars and with obliquely installed transverse force bars, the number of reinforcing bars depending on the length of the insulating body and that between the subsequent ones Concrete parts is dependent on transmitted forces. The tension, compression and shear bars protrude horizontally from the insulating body, which ensures coverage with the connecting reinforcement of the components that connect on both sides. On the other hand, this results in the problem that the reinforcement to be laid on the construction site sometimes collides with the reinforcing bars of the insulating body.
Die vorliegende Erfindung strebt eine Vervollkommnung des Bauelementes an, insbesondere eine Verbesserung der Stabilität. Außerdem sollen die Montage- und Herstellungskosten verringert werden.The present invention seeks to improve the component, in particular to improve its stability. In addition, the assembly and manufacturing costs are to be reduced.
Diese Ziele werden erfindungsgemäß dadurch erreicht, daß die in der Nähe der Druckstäbe angeordneten Querkraftstäbe im Bereich des zu betonierenden vorkragenden Außenteils unter Bildung einer ungefähr vertikalen, sich nach oben erstreckenden und etwa senkrecht zum Isolierkörper angeordneten Schlaufe wieder mit dem Schlaufenbeginn zusammenlaufen und daß im Schlaufenbereich der Querkraftstäbe etwa in Höhe der Druckstäbe ein hierzu quer verlaufender Verteilerstab für eine Randzugbewehrung fixiert, insbesondere angeschweißt ist.These goals are achieved according to the invention in that the transverse force bars arranged in the vicinity of the pressure bars converge again with the start of the loop in the area of the projecting outer part to be concreted, forming an approximately vertical loop which extends upwards and is approximately perpendicular to the insulating body and in the loop area of the Shear force bars, approximately at the level of the pressure bars, fix a transverse bar for an edge reinforcement, in particular welded on.
Der schlaufenförmige Verlauf der Querkraftstäbe durch die neutrale Zone in den Zugbereich bewirkt zunächst eine deutlich verbesserte Verankerung mit dem zu betonierenden vorkragenden Außenteil. Vor allem aber gestattet der erfindungsgemäß integrierte Verteilerstab eine Lagefixierung der Baustellenbewehrung für das Außenteil, weil die endseitigen Steckbügel, die die zug- mit den druckaufnehmenden Bewehrungselementen verbinden, auf den Verteilerstab in einfacher Weise aufgelegt werden können, so daß die bisher zur Höhenfixierung benötigten Abstandshalter entfallen können. Außerdem kann bei Deckenstärken bis etwa 16 cm die Funktion der Steckbügel von den genannten Schlaufen übernommen werden.The loop-shaped course of the transverse force bars through the neutral zone in the tension area initially results in a significantly improved anchoring with the projecting outer part to be concreted. Above all, however, the distributor rod integrated according to the invention allows the position of the construction site reinforcement for the outer part to be fixed, because the plug-in stirrups at the end, which hold the tension and the pressure-absorbing Connect reinforcement elements, can be placed on the distributor bar in a simple manner, so that the spacers previously required for height fixing can be omitted. In addition, with ceilings up to about 16 cm thick, the function of the stirrups can be taken over by the loops mentioned.
Außerdem wird eine Lagesicherung der mit dem Verteilerstab verbundenen Stäbe zueinander vor und während der Montage erreicht, was beim Stand der Technik lediglich durch den Isolierkörper erfolgt, der dies jedoch aufgrund seines relativ flexiblen Materials teilweise nur unbefriedigend bewerkstelligen kann.In addition, a securing of the position of the rods connected to the distributor rod with respect to one another is achieved before and during assembly, which in the prior art is only achieved by the insulating body, which, however, due to its relatively flexible material can only partially accomplish this in an unsatisfactory manner.
Schließlich wird durch die Vormontage des Verteilerstabes der Produktionsablauf vereinfacht, da eine Montage auf der Baustelle im allgemeinen mit größerem Aufwand verbunden ist. Die Vormontage eliminiert zugleich das Risiko, daß das Montieren des Verteilerstabes überhaupt vergessen wird.Finally, the preassembly of the distributor bar simplifies the production process, since assembly on the construction site is generally associated with greater effort. Pre-assembly also eliminates the risk of forgetting to assemble the distribution bar.
Vorzugsweise ist der Verteilerstab sowohl mit den Querkraftstäben als auch mit den Druckstäben verschweißt. Man erhält dadurch eine optimale Lagefixierung der Druckstäbe und der Querkraftstäbe relativ zum Isolierkörper. Zu diesem Zweck sind die Positionen der Druckstäbe oder ihrer Drucklager einerseits und der Querkraftstäbe andererseits so abzustimmen, daß der Verteilerstab an den beiden genannten Bewehrungselementen anliegt.The distributor rod is preferably welded both to the transverse force rods and to the pressure rods. This results in an optimal positional fixation of the pressure rods and the transverse force rods relative to the insulating body. For this purpose, the positions of the pressure rods or their pressure bearings on the one hand and the shear force rods on the other hand must be coordinated so that the distributor rod rests on the two reinforcement elements mentioned.
Dabei können auch die Drucklager zur Befestigung des Verteilerstabes und/oder der Querkraftstäbe herangezogen werden, etwa indem der Verteilerstab an der dem Isolierkörper zugewandten Rückseite oder an der Vorderseite der Drucklager angeordnet wird.The thrust bearing can also be used to fasten the distributor rod and / or the transverse force rods, for example by arranging the distributor rod on the rear side facing the insulating body or on the front side of the thrust bearing.
Entsprechend einer Ausführungsform ist die Schlaufe etwa in der Form eines flachen Rechtecks ausgebildet, wobei zusätzlich die vom Isolierkörper entfernt liegende Schmalseite ungefähr halbkreisförmig gestaltet ist, und das untere und obere Schlaufenteil etwa horizontal verläuft, und zwar der untere Teil etwa in Höhe der Druckstäbe und der obere Teil etwa im Zugbereich. Demgemäß laufen Schlaufenbeginn und -ende unter einem Winkel von ca. 90° in einem gewissen Abstand vom Isolierkörper zusammen und sind dort verschweißt.According to one embodiment, the loop is designed approximately in the form of a flat rectangle, the narrow side lying away from the insulating body also being approximately semicircular, and the lower and upper loop parts running approximately horizontally, namely the lower part approximately at the height of the pressure rods and upper part approximately in the train area. Accordingly, the beginning and end of the loop converge at an angle of approximately 90 ° at a certain distance from the insulating body and are welded there.
Zweckmäßigerweise sind die Druckstäbe an beiden Enden mit Querschnittserweiterungen in Form von plattenähnlichen Drucklagern versehen, womit sich die zu übertragenden Druckkräfte an den Stoßstellen auf eine größere Auflagefläche an den Betonbauteilen verteilen. Hierdurch wird die auftretende Hertzsche Pressung verringert.The pressure rods are expediently provided at both ends with cross-sectional expansions in the form of plate-like thrust bearings, as a result of which the pressure forces to be transmitted are distributed over a larger contact surface on the concrete components at the joints. This reduces the Hertzian pressure that occurs.
Zur Aufnahme von Spaltzugkräften im Einflußbereich des Drucklagers ist es zweckmäßig, den Verteilerstab und die Querkraftstäbe im unteren Bereich der Drucklager zu positionieren.To absorb splitting tensile forces in the area of influence of the thrust bearing, it is expedient to position the distributor bar and the transverse force bars in the lower area of the thrust bearing.
Schließlich empfiehlt es sich zur Vermeidung von Korrosionen, hervorgerufen durch Sauerstoffdiffusion, die Querkraftstäbe zumindest innerhalb des Isolierkörpers und im beidseits angrenzenden Übergangsbereich aus Edelstahl herzustellen.Finally, in order to avoid corrosion caused by oxygen diffusion, it is advisable to manufacture the shear bars from stainless steel at least within the insulating body and in the transition area adjoining on both sides.
Weitere Merkmale und Vorteile der Erfindung ergeben sich aus der nachfolgenden Beschreibung eines Ausführungsbeispiels und anhand der Zeichnung; sie zeigt einen Querschnitt durch das erfindungsgemäße Bauelement.Further features and advantages of the invention result from the following description of an exemplary embodiment and with reference to the drawing; it shows a cross section through the component according to the invention.
Das Bauelement besteht aus einem im wesentlichen rechteckigen Isolierkörper 1, der auf der Baustelle zwischen den zu betonierenden Betonplatten angeordnet wird. Er weist in seinem oberen Bereich eine Reihe von Zugstäben 2 und in seinem unteren Bereich eine Reihe von Druckstäben 3 auf. Während die Druckstäbe beidseits nicht sehr weit vorstehen, ragen die Zugstäbe weit in die zu betonierenden Bauteile hinein.The component consists of an essentially rectangular insulating body 1, which is arranged on the construction site between the concrete slabs to be concreted. It has a series of
Außerdem trägt der Isolierkörper 1 eine Reihe von Querkraftstäben 4, die in üblicher Weise zur Aufnahme der vertikalen Gewichtskraft des vorkragenden Außenteiles dienen. Sie treten also von der Gebäudeseite A kommend etwa in mittlerer Höhe in den Isolierkörper 1 ein, verlaufen dann schräg nach unten und treten im unteren Bereich an der dem vorkragenden Außenteil B zugewandten Seite wieder aus dem Isolierkörper aus. In ihrem Austrittsbereich hat der Isolierkörper vertikale Vertiefungen 1a, damit die Querkraftstäbe in dem auf Biegung beanspruchten Bereich vom Beton umschlossen sind.In addition, the insulating body 1 carries a series of shear bars 4, which serve in the usual way to absorb the vertical weight of the projecting outer part. They therefore come from the building side A approximately at a medium height into the insulating body 1, then run obliquely downward and emerge again from the insulating body in the lower region on the side facing the projecting outer part B. In its exit area, the insulating body has vertical depressions 1a, so that the transverse force bars are enclosed by the concrete in the area subjected to bending.
Wesentlich ist nun, daß der dem Außenteil B zugeordnete überstehende Teil des Querkraftstabes 4 zu einer Schlaufe 4a verlängert ist, nämlich ausgehend von seinem Schlaufenbeginn 4b etwa horizontal fortläuft, sich in Form eines Halbkreises 4c nach oben erstreckt, von dort wieder ungefähr horizontal in Richtung zum Isolierkörper 1 zurückläuft, um etwa oberhalb der Druckstabenden so nach unten zu laufen, daß sein Ende 4d mit dem Beginn 4b der hierdurch beschriebenen Schlaufe in ihrem Kreuzungspunkt einen Winkel von ungefähr 90° bildet.It is essential that the protruding part of the transverse force rod 4 assigned to the outer part B is extended to form a loop 4a, namely proceeding approximately horizontally starting from the beginning of its loop 4b, extending upwards in the form of a semicircle 4c, from there again approximately horizontally in the direction of Insulating body 1 runs back to run downward approximately above the pressure rod ends so that its end 4d forms an angle of approximately 90 ° with the beginning 4b of the loop described in this way at its crossing point.
Man erkennt in der Zeichnung deutlich, daß die Schlaufe 4a die Zug- und Druckzone überbrückt und dadurch stabiler verankert ist.It can clearly be seen in the drawing that the loop 4a bridges the tensile and pressure zone and is thereby anchored more stably.
Wesentlich ist außerdem, daß zwischen dem Druckstabende, das als plattenförmiges Drucklager 3a ausgebildet ist, und dem Schlaufenende 4d des Querkraftstabes 4 ein horizontaler, parallel zum Isolierkörper 1 verlaufender Verteilerstab 5 angeordnet ist. Er ist mit den Druckstäben 3 oder deren Drucklager 3a sowie mit den unteren Schlaufenteilen 4b der Querkraftstäbe 4 verschweißt und dient zum einen als Auflager für die Baustellenbewehrung des zu betonierenden Außenteils, zum anderen zur Fixierung der Querkraftstäbe 4 und Druckstäbe 3 relativ zum Isolierkörper.It is also essential that between the end of the pressure rod, which is designed as a plate-shaped thrust bearing 3a, and the end of the loop 4d of the transverse force rod 4, there is a
Claims (11)
- Constructional element for providing thermal insulation between two parts of a building which are to be concreted, in particular between a building (A) and a protruding outer part (B), consisting of an insulating body (1) to be laid therebetween, the insulating body (1) having integrated metal tension, compression and transverse-force bars (2, 3, 4) which extend across and through the insulating body (1) and project at both sides into the parts of the building (A, B) to be concreted, the transverse-force bars (4) projecting, starting from the building side (A), diagonally from top to bottom through the insulating body (1) and thereafter, in the region of the compression zone, toward the protruding outer part (B) to be concreted,
characterised in that
the transverse-force bars (4) in the region of the protruding outer part (B) form an approximately vertical, upwardly extending loop (4a) disposed approximately perpendicular to the insulating body (1), the transverse-force bars converging with the start of the loop (4b), and in that a distribution bar (5) is secured for edge tension reinforcement in the region of the transverse-force bars (4) approximately at the height of the compression bars (3) and extending transversely thereto. - Constructional element according to Claim 1, characterised in that the distribution bar (5) is welded to the transverse-force bars (4) and/or to the compression bars (3) of the insulating body (1).
- Constructional element according to Claim 1, characterised in that the compression bars (3) have at their ends platelike compression bearings (3a) and in that the distribution bar (5) is disposed at the rear ends of the compression bearings (3a) facing the insulating body (1).
- Constructional element according to Claim 1, characterised in that the loop (4a) is made approximately in the form of a flat rectangle.
- Constructional element according to Claim 4, characterised in that the narrow side (4c) of the loop (4a) distant from the insulating body (1) is approximately semicircular in shape.
- Constructional element according to Claim 5, characterised in that the lower and upper loop portions extend approximately horizontally, the lower portion being positioned approximately at the height of the compression bars (3) and the upper portion being positioned approximately in the tension region.
- Constructional element according to Claim 1, characterised in that the converging regions of the transverse-force bars (4) are welded to each other.
- Constructional element according to Claim 1, characterised in that the convergence of the transverse-force bars (4) occurs at a given distance from the insulating body (1).
- Constructional element according to Claim 1, characterised in that the convergence of the start (4b) and end (4d) of the loop2 takes place at an angle of approximately 90°.
- Constructional element according to Claim 1, characterised in that the convergence of the transverse-force bars (4) takes place between the rear sides of the compression bearings (3a) facing the insulating body (1) and the insulating body (1).
- Constructional element according to Claim 1, characterised in that the transverse-force bars (4) within the insulating body (1) and in the adjacent transition region consist of high-grade steel, while in the remaining region they consist of ribbed mild steel.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE4302682 | 1993-02-01 | ||
| DE4302682A DE4302682A1 (en) | 1993-02-01 | 1993-02-01 | Component for thermal insulation |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| EP0609545A1 EP0609545A1 (en) | 1994-08-10 |
| EP0609545B1 true EP0609545B1 (en) | 1996-09-18 |
Family
ID=6479320
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| EP93120510A Expired - Lifetime EP0609545B1 (en) | 1993-02-01 | 1993-12-20 | Construction element for thermal insulation |
Country Status (4)
| Country | Link |
|---|---|
| EP (1) | EP0609545B1 (en) |
| AT (1) | ATE143081T1 (en) |
| DE (2) | DE4302682A1 (en) |
| DK (1) | DK0609545T3 (en) |
Families Citing this family (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE4342673A1 (en) * | 1993-12-15 | 1995-06-22 | Schoeck Bauteile Gmbh | Component for thermal insulation |
| AT964U1 (en) * | 1994-10-31 | 1996-08-26 | Hako Bautechnik Ges M B H | THERMAL INSULATING CONNECTOR |
| DE19528130B4 (en) * | 1995-06-24 | 2005-07-21 | Schöck Bauteile GmbH | Component for thermal insulation |
| DE19623298C2 (en) * | 1996-05-23 | 2000-11-16 | Richard Moosmann | Fastener |
| DE19638538A1 (en) * | 1996-09-20 | 1998-03-26 | Schoeck Bauteile Gmbh | Component for thermal insulation |
| DE19640652A1 (en) * | 1996-10-02 | 1998-04-09 | Schoeck Bauteile Gmbh | Component for thermal insulation |
| DE19711187A1 (en) * | 1997-03-18 | 1998-09-24 | Schoeck Bauteile Gmbh | Thermal insulation system |
| DE19804038A1 (en) * | 1998-02-03 | 1999-08-05 | Schoeck Bauteile Gmbh | Component for thermal insulation |
| DE102005039025A1 (en) * | 2005-08-18 | 2007-02-22 | Schöck Bauteile GmbH | Component for thermal insulation |
| SI1754840T1 (en) * | 2005-08-18 | 2009-06-30 | Schoeck Bauteile Gmbh | Building element for heat insulation |
| CH711841B1 (en) | 2007-11-02 | 2017-05-31 | Debrunner Koenig Man Ag | Insulating connection element for concrete components. |
| 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 |
| DE202016103344U1 (en) * | 2016-06-23 | 2016-08-01 | Max Frank Gmbh & Co. Kg | Connection element for load-introducing components |
| DE102018112075A1 (en) | 2018-05-18 | 2019-11-21 | Schöck Bauteile GmbH | Method for producing a Bauelemlents and component for low-thermal bridge connection of a projecting outer part of a building envelope |
| DE102018112074A1 (en) | 2018-05-18 | 2019-11-21 | Schöck Bauteile GmbH | Component for low-thermal bridge connection of a projecting outer part to a building envelope |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CH652160A5 (en) * | 1983-03-11 | 1985-10-31 | Walter Egger | CANTILEVER CONNECTING ELEMENT. |
| DE3422905A1 (en) * | 1984-06-20 | 1986-01-02 | Hansjörg Dipl.-Ing. 7542 Schömberg Braun | Apparatus for connecting a balcony slab and an intermediate floor |
| AT396151B (en) * | 1987-03-11 | 1993-06-25 | Avi Alpenlaendische Vered | CONNECTING ELEMENT FOR CANTILEVER PLATES AND CONNECTING ELEMENT COMPOSED FROM MULTIPLE CONNECTING ELEMENTS |
| DE3739967A1 (en) * | 1987-11-25 | 1989-06-08 | Meisinger Kg M | STEEL BEAM FOR A CONCRETE PLATE |
| DE9014573U1 (en) * | 1990-10-20 | 1991-02-21 | Schoeck Bauteile Gmbh, 7570 Baden-Baden, De | |
| DE4033505A1 (en) * | 1990-10-20 | 1992-04-23 | Schoeck Bauteile Gmbh | Constructional component for heat insulation of buildings - comprises long insulating body with metal reinforcement rods passing through it and extending outwards on both sides |
-
1993
- 1993-02-01 DE DE4302682A patent/DE4302682A1/en not_active Withdrawn
- 1993-12-20 DE DE59303876T patent/DE59303876D1/en not_active Expired - Lifetime
- 1993-12-20 DK DK93120510.8T patent/DK0609545T3/en active
- 1993-12-20 AT AT93120510T patent/ATE143081T1/en active
- 1993-12-20 EP EP93120510A patent/EP0609545B1/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| EP0609545A1 (en) | 1994-08-10 |
| DK0609545T3 (en) | 1996-10-07 |
| DE4302682A1 (en) | 1994-08-04 |
| ATE143081T1 (en) | 1996-10-15 |
| DE59303876D1 (en) | 1996-10-24 |
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