EP2337903B1 - Connection elements for building connections - Google Patents

Connection elements for building connections Download PDF

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Publication number
EP2337903B1
EP2337903B1 EP09743929.3A EP09743929A EP2337903B1 EP 2337903 B1 EP2337903 B1 EP 2337903B1 EP 09743929 A EP09743929 A EP 09743929A EP 2337903 B1 EP2337903 B1 EP 2337903B1
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EP
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Prior art keywords
insulating body
slab
stiffening
respect
angle
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EP09743929.3A
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German (de)
French (fr)
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EP2337903A1 (en
Inventor
André Robert
Clément GUTZWILLER
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Basys AG
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Basys AG
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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 connection unit for building connections according to the preamble of patent claim 1.
  • connection units application as for example from the DE 37 00 295 C2 and the CH 690 966 A5 are known. All of these inventions deal with the inclusion of tensile and compressive forces to hold a cantilever in a horizontal position. In particular, if such a cantilever is used as a floor-ceiling for a glazed space lowering of such panels is absolutely not desirable, because such a deviation from the horizontal glued the terminals or terminations normally mounted at the extreme end or even damaged.
  • the CH 690 966 A5 discloses a terminal unit having the features of the preamble of claim 1.
  • connection units according to the invention assume new, another static function occurring in space and can also fulfill these in their entirety (tension and / or pressure band function).
  • the present invention now has the object to improve a connection unit for connecting building parts made of concrete and steel concrete structures of the type mentioned above such that the conditions described above are met.
  • connection unit consists of an insulating body 10, a stiffening plate 13 and two reinforcing rods 11,11 '.
  • this description refers to a solid unit composed of the stiffening plate 13 and the two reinforcing bars 11, 11 'fixedly connected thereto.
  • the two reinforcing rods 11,11 'and the stiffening plate 13 are through Welding or gluing, etc., assembled into a solid unit. Decisive for the power transmission between two structures is the position of the connection element in relation to the building to be joined.
  • the angle is denoted by the solid unit, in particular the reinforcing bars 11,11 ', to the insulating body 10 out in a horizontal plane.
  • the stiffening plate 13 is in this horizontal plane.
  • Fig. 4 illustrated how an angle ⁇ between the reinforcing bars 11,11 'and the insulating body 10 is formed.
  • the reinforcing rods 11, 11 ' lie with their center in two parallel planes X', X ".
  • Reinforcing rod 11 lies in the plane X 'and the reinforcing rod 11' lies in the plane X".
  • the stiffening plate 13 perpendicular to the planes X 'and X "to the insulator 10 but at an angle ⁇ .
  • Fig. 5 and Fig. 6 is the solid unit to the insulating body 10 arranged vertically, but the stiffening plate 13 is inclined relative to the vertical Z by the angle ⁇ .
  • the solid unit is arranged to the insulator 10 at an angle ⁇ and the stiffening plate 13 is inclined relative to the vertical Z by the angle ⁇ .
  • FIGS. 9 and 10 another possible use of the solid unit for isolated connection of two concrete walls 1 and 2 is shown.
  • the fixed unit is arranged to the vertical plane at an angle ⁇ of 1 ° to 89 °. With this arrangement, the tensile and compressive forces are effectively taken in the vertical direction Y and in the horizontal direction by the fixed unit.
  • vertical arrangement of the stiffening plate 13 shows only one possibility of the arrangement.
  • the stiffening plate 13 may well as in Fig. 5 shown to the vertical at an angle ⁇ be arranged to absorb any forces acting in other directions.
  • Fig. 11 the planes are shown in relation to the insulating body 10 by way of example. This drawing is intended only to explain the spatial arrangement of the insulator 10 with respect to the three directions. The expansion of the insulating body 10 can in all three directions quite strongly from the in Fig. 11 differ from the illustration shown.
  • Fig. 12 shows for illustration a solid unit installed in the insulating body 10. This form is used in the combination of the calculation and the static design. Based on the building plans, the engineering office determines which of the arrangements described above should be used. The particular technique is to design a fixed unit or units to meet all desired requirements.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Description

Die vorliegende Erfindung betrifft eine Anschlusseinheit für Gebäudeverbindungen gemäss Oberbegriff des Patentanspruchs 1.The present invention relates to a connection unit for building connections according to the preamble of patent claim 1.

Für Kragplatten an Gebäuden wie sie für Balkone geplant werden, finden Anschlusseinheiten Anwendung, wie sie z.B. aus der DE 37 00 295 C2 und der CH 690 966 A5 bekannt sind. Alle diese Erfindungen behandeln die Aufnahme von Zug- und Druckkräften, um eine Kragplatte in horizontaler Position zu halten. Insbesondere, wenn eine solche Kragplatte als Boden-Decke für einen verglasten Raum verwendet wird ist ein Absenken solcher Platten absolut nicht erwünscht, weil eine solche Abweichung aus der horizontalen die normalerweise am äussersten Ende angebrachten Verglasungen und Abschlüsse verklemmt oder gar beschädigt.For cantilevers on buildings as they are planned for balconies, find connection units application, as for example from the DE 37 00 295 C2 and the CH 690 966 A5 are known. All of these inventions deal with the inclusion of tensile and compressive forces to hold a cantilever in a horizontal position. In particular, if such a cantilever is used as a floor-ceiling for a glazed space lowering of such panels is absolutely not desirable, because such a deviation from the horizontal glued the terminals or terminations normally mounted at the extreme end or even damaged.

Die CH 690 966 A5 offenbart eine Anschlusseinheit mit den Merkmalen des Oberbegriffs des Anspruchs 1.The CH 690 966 A5 discloses a terminal unit having the features of the preamble of claim 1.

Diese Betrachtungsweise entspricht jedoch nicht den praktischen Anforderungen. Es wäre schön, wenn die an den Baukörpern angreifenden Kräfte nur durch die Gravitation erzeugt würden. Es hat sich jedoch gezeigt, dass speziell natürlich in Erdbeben gefährdeten Gegenden die auf die Baukörper einwirkenden Kräfte von allen möglichen Richtungen, vertikal, horizontal und natürlich auch in winkeligen Richtungen zu den beiden, auf die Baukörper einwirken. Wenn nun das bisher angewandte Prinzip, nur vertikal einwirkende Kräfte zu betrachten angewandt wird, dann entstehen z. B. im Falle der Einwirkung durch Erdbeben in horizontaler Richtung Belastungen auf die Anschlusseinheiten welche nicht vorgesehen sind.However, this approach does not meet the practical requirements. It would be nice if the forces acting on the structures were only generated by gravity. However, it has been shown that the natural forces acting on the building, especially in earthquake-prone areas of all possible Directions, vertical, horizontal and of course also in angled directions to the two, act on the building. Now, if the previously applied principle to consider only vertically acting forces, then arise z. B. in the case of exposure to earthquakes in the horizontal direction loads on the terminal units which are not provided.

Die hier beschriebenen Neuerungen zeichnen sich dadurch aus, dass die Tragteile in einem oder mehreren Winkeln angeordnet sind. Sie erfüllen im Normalzustand ihre im Allgemeinen zugedachte und z. B. in Patent CH 690 966 A5 beschriebene Tragfunktion. Im ausserordentlichen Lastfalle auftretende Erschütterungen und Schwingungen (z. B. Erdbeben) verlieren die Bewehrungselemente die ursprünglich wirkende, befriedigende Gebrauchstauglichkeit und das erforderliche Tragverhalten. Die erfindungsgemässen Anschlusseinheiten übernehmen sodann neu, eine andere im räumlichen auftretende statische Funktion und können diese auch vollumfänglich erfüllen (Zug- und / oder Druckbandfunktion).The innovations described here are characterized in that the support members are arranged in one or more angles. They meet in the normal state their generally intended and z. In patent CH 690 966 A5 described supporting function. In the event of extraordinary load shocks and vibrations (eg earthquakes), the reinforcing elements lose the originally effective, satisfactory serviceability and the required load-bearing capacity. The connection units according to the invention then assume new, another static function occurring in space and can also fulfill these in their entirety (tension and / or pressure band function).

Diese neue Fähigkeit kann ferner so beschrieben werden:

  • A Kombiniertes Tragverhalten, Situation I) und II)
    • I) Die für eine befriedigende Gebrauchstauglichkeit notwendige minimale Verformung verlangt nach dem gemäss Patent Nr. CH690966A5 beschriebenen Tragverhalten. Dafür sind die Tragelemente im Bauteil verankert. Dies ist Normalzustand.
    • II) Im ausserordentlichen Lastfalle (z. B. Erdbeben) spielt die Gebrauchstauglichkeit keine Rolle mehr, die Tragelemente mit den hier beschriebenen Neuerungen dürfen die für minimale Verformung vorhandenen Fixierungen verlieren. Aufgrund der Anordnung in einem oder mehreren bestimmten Winkeln zur Horizontalen und Vertikalen werden die Elemente in dieser Situation zu reinen Zug- und Druckbändern.
  • B Verbessertes Tragverhalten
    • Da mit dieser Neuerung je nach Anordnung in Situation II) grössere Deformationen (Wege) ermöglicht werden, ohne dass die Tragelemente versagen können, ergeben sich bessere Dämpfungseigenschaften der Erschütterungen und Schwingungen mit entsprechend kleineren resultierenden Kräften.
This new ability can also be described as follows:
  • A Combined structural behavior, situation I) and II)
    • I) The minimum deformation required for satisfactory serviceability requires the method described in patent no. CH690966A5 described carrying behavior. For this, the support elements are anchored in the component. This is normal condition.
    • II) In the exceptional case of load (eg earthquake) the suitability for use no longer plays a role, the supporting elements with the innovations described here must lose the fixings available for minimal deformation. Due to the arrangement in one or more specific angles to the horizontal and vertical elements in this situation to pure tensile and pressure bands.
  • B Improved structural behavior
    • Since with this innovation depending on the arrangement in situation II) greater deformations (paths) are made possible without the support elements can fail, resulting in better damping properties of vibrations and vibrations with correspondingly smaller resulting forces.

Selbstverständlich müssen diese in statischer Hinsicht neben Situation I) auch auf Situation II) bemessen sein. Die Lasten sind unter Umständen um Grössenordnungen verschieden!Of course, in addition to situation I), they must also be dimensioned statically in situation II). The loads may be different by orders of magnitude!

Die vorliegende Erfindung stellt sich nunmehr die Aufgabe, eine Anschlusseinheit zur Verbindung von Gebäudeteilen aus Beton und Stahl an Betonbauten der eingangs genannten Art derart zu verbessern, dass die oben beschriebenen Bedingungen erfüllt werden.The present invention now has the object to improve a connection unit for connecting building parts made of concrete and steel concrete structures of the type mentioned above such that the conditions described above are met.

Diese Aufgabe löst eine Anschlusseinheit mit den Merkmalen des Patentanspruches 1. Weitere erfindungsgemässe Merkmale gehen aus den abhängigen Ansprüchen hervor und deren Vorteile sind in der nachfolgenden Beschreibung erläutert.This object is achieved by a connection unit with the features of claim 1. Further inventive features will become apparent from the dependent claims and the advantages thereof are explained in the following description.

In der Zeichnung zeigt:

Fig. 1
Schnitt A-A einer Anschlusseinheit, horizontale Versteifungsplatte,
Fig. 2
Schnitt B-B einer Anschlusseinheit, horizontal angeordnete Versteifungsplatte, feste Einheit im Winkel α zum Isolierkörper,
Fig. 3
Schnitt C-C einer Anschlusseinheit, vertikale Versteifungsplatte,
Fig. 4
Schnitt D-D einer Anschlusseinheit, vertikal angeordnete Versteifungsplatte, feste Einheit im Winkel α zum Isolierkörper,
Fig. 5
Schnitt E-E einer Anschlusseinheit, zur Vertikalen im Winkel γ angeordnete Versteifungsplatte,
Fig. 6
Schnitt F-F einer Anschlusseinheit, zum Isolierkörper senkrecht stehende feste Einheit,
Fig. 7
Schnitt G-G einer Anschlusseinheit, zur Vertikalen im Winkel γ angeordnete Versteifungsplatte,
Fig. 8
Schnitt H-H einer Anschlusseinheit, zum Isolierkörper im Winkel α angeordnete feste Einheit,
Fig. 9
Schnitt J-J einer Anschlusseinheit, zum Vertikalen im Winkel β angeordnete feste Einheit,
Fig. 10
Schnitt K-K einer Anschlusseinheit, vertikal angeordnete Versteifungsplatte.
In the drawing shows:
Fig. 1
Section AA of a connection unit, horizontal stiffening plate,
Fig. 2
Section BB of a connection unit, horizontally arranged stiffening plate, fixed unit at an angle α to the insulating body,
Fig. 3
Section CC of a connection unit, vertical stiffening plate,
Fig. 4
Section DD of a connection unit, vertically arranged stiffening plate, fixed unit at an angle α to the insulating body,
Fig. 5
Section EE of a connection unit, stiffening plate arranged at an angle to the vertical,
Fig. 6
Section FF of a connection unit, solid unit perpendicular to the insulating body,
Fig. 7
Section GG of a connection unit, to the vertical at an angle γ arranged stiffening plate,
Fig. 8
Section HH of a connection unit, the insulating body at an angle α arranged fixed unit,
Fig. 9
Section JJ of a connection unit, fixed unit arranged at a vertical angle β,
Fig. 10
Section KK of a connection unit, vertically arranged stiffening plate.

Die Figuren stellen bevorzugte beispielhafte Ausführungsvorschläge dar, welche in der nachfolgenden Beschreibung als Beispiele erläutert werden.

  • 10 Isolierkörper
  • 11 Bewehrungsstab
  • 13 Versteifungsplatte
The figures represent preferred exemplary embodiment proposals, which are explained in the following description as examples.
  • 10 insulator
  • 11 reinforcing bar
  • 13 stiffening plate

Die Anschlusseinheit besteht aus einem Isolierkörper 10, einer Versteifungsplatte 13 und zwei Bewehrungsstäben 11,11'. Der Einfachheit halber wird in dieser Beschreibung von einer festen Einheit gesprochen, das sich aus der Versteifungsplatte 13 und den zwei mit dieser fest verbundenen Bewehrungsstäben 11,11' zusammensetzt. Die zwei Bewehrungsstäbe 11,11' und die Versteifungsplatte 13 sind durch Schweißen oder Kleben etc. zu einer festen Einheit zusammengefügt. Entscheidend für die Kraftübertragung zwischen zwei Baukörpern ist die Lage des Anschlusselementes in Bezug auf die zu verbindenden Baukörper.The connection unit consists of an insulating body 10, a stiffening plate 13 and two reinforcing rods 11,11 '. For the sake of simplicity, this description refers to a solid unit composed of the stiffening plate 13 and the two reinforcing bars 11, 11 'fixedly connected thereto. The two reinforcing rods 11,11 'and the stiffening plate 13 are through Welding or gluing, etc., assembled into a solid unit. Decisive for the power transmission between two structures is the position of the connection element in relation to the building to be joined.

Um die Positionen und Lagen einfach darzustellen, wurden immer Figurenpaare Fig.1/Fig.2, Fig.3/Fig.4, Fig.5/Fig.6, und Fig.7/Fig.8 mit Schnitt im Grundriss (gerade Nummern Fig. 2, 4, 6, 8) und Schnitt im Seitenriss (ungerade Nummer Fig. 1, 3, 5, 7) dargestellt. Zusammengehörig sind auch Fig. 9 und Fig. 10, wobei Fig. 9 den Schnitt im Aufriss und Fig. 10 den Schnitt im Seitenriss zeigt. Je nach Form und Position der Bauteile, die durch solche Anschlusseinheiten miteinander verbunden werden sollen, ist deren räumliche Ausrichtung unterschiedlich.To represent the positions and positions simply, pairs of figures were always Figure 1 / Figure 2 . Figure 3 / Figure 4 . Figure 5 / Figure 6 , and Figure 7 / Figure 8 with section in the floor plan (even numbers Fig. 2 . 4 . 6 . 8th ) and section in the side elevation (odd number Fig. 1 . 3 . 5 . 7 ). They belong together too FIGS. 9 and 10 , in which Fig. 9 the cut in the outline and Fig. 10 shows the section in the side elevation. Depending on the shape and position of the components that are to be interconnected by such terminal units, their spatial orientation is different.

Mit dem Winkel α Fig. 2 und Fig. 4 wird der Winkel bezeichnet, den die feste Einheit, insbesondere die Bewehrungsstäbe 11,11', zum Isolierkörper 10 hin in einer horizontalen Ebene bilden. Wie Fig. 1 zeigt, liegt die Versteifungsplatte 13 in dieser horizontalen Ebene. Ebenso ist in Fig. 4 dargestellt, wie ein Winkel α zwischen den Bewehrungsstäben 11,11' und dem Isolierkörper 10gebildet ist. Dabei liegen die Bewehrungsstäbe 11,11' mit ihrem Zentrum in zwei parallelen Ebenen X', X". Bewehrungsstab 11 liegt in der Ebene X' und der Bewehrungsstab 11' liegt in der Ebene X". Wie in der zugehörigen Fig. 3 dargestellt, steht hier die Versteifungsplatte 13 senkrecht zu den Ebenen X' und X" zum Isolierkörper 10 aber in einem Winkel α.With the angle α Fig. 2 and Fig. 4 the angle is denoted by the solid unit, in particular the reinforcing bars 11,11 ', to the insulating body 10 out in a horizontal plane. As Fig. 1 shows, the stiffening plate 13 is in this horizontal plane. Likewise is in Fig. 4 illustrated how an angle α between the reinforcing bars 11,11 'and the insulating body 10 is formed. In this case, the reinforcing rods 11, 11 'lie with their center in two parallel planes X', X ". Reinforcing rod 11 lies in the plane X 'and the reinforcing rod 11' lies in the plane X". As in the associated Fig. 3 shown here is the stiffening plate 13 perpendicular to the planes X 'and X "to the insulator 10 but at an angle α.

In Fig. 5 und Fig. 6 ist die feste Einheit zum Isolierkörper 10 senkrecht angeordnet, jedoch ist die Versteifungsplatte 13 gegenüber der Vertikalen Z um den Winkel γ geneigt.In Fig. 5 and Fig. 6 is the solid unit to the insulating body 10 arranged vertically, but the stiffening plate 13 is inclined relative to the vertical Z by the angle γ.

In Fig. 7 und Fig. 8 ist die feste Einheit zum Isolierkörper 10 in einem Winkel α angeordnet und die Versteifungsplatte 13 ist gegenüber der Vertikalen Z um den Winkel γ geneigt.In FIGS. 7 and 8 the solid unit is arranged to the insulator 10 at an angle α and the stiffening plate 13 is inclined relative to the vertical Z by the angle γ.

In Fig. 9 und Fig. 10 wird ein weiterer möglicher Einsatz der festen Einheit zur isolierten Verbindung von zwei Betonwänden 1 und 2 gezeigt. Die feste Einheit wird zur vertikalen Ebene in einem Winkel β von 1° bis 89° angeordnet. Mit dieser Anordnung werden durch die feste Einheit die Zug- und Druckkräfte in vertikaler Richtung Y und in horizontaler Richtung wirkungsvoll übernommen. Die in Fig. 10 gezeigte vertikale Anordnung der Versteifungsplatte 13 zeigt lediglich eine Möglichkeit der Anordnung. Die Versteifungsplatte 13 kann durchaus wie in Fig. 5 gezeigt zur Vertikalen in einem Winkel γ angeordnet sein, um allfällig in anderer Richtung wirkende Kräfte aufzufangen.In FIGS. 9 and 10 another possible use of the solid unit for isolated connection of two concrete walls 1 and 2 is shown. The fixed unit is arranged to the vertical plane at an angle β of 1 ° to 89 °. With this arrangement, the tensile and compressive forces are effectively taken in the vertical direction Y and in the horizontal direction by the fixed unit. In the Fig. 10 shown vertical arrangement of the stiffening plate 13 shows only one possibility of the arrangement. The stiffening plate 13 may well as in Fig. 5 shown to the vertical at an angle γ be arranged to absorb any forces acting in other directions.

In Fig. 11 werden die Ebenen im Verhältnis zum Isolierkörper 10 beispielhaft gezeigt. Diese Zeichnung soll nur zur Erklärung der räumlichen Anordnung des Isolierkörpers 10 in Bezug auf die drei Richtungen aufgezeigt werden. Die Ausdehnung des Isolierkörpers 10 kann in allen drei Richtungen durchaus stark von der in Fig. 11 gezeigten Darstellung abweichen.In Fig. 11 the planes are shown in relation to the insulating body 10 by way of example. This drawing is intended only to explain the spatial arrangement of the insulator 10 with respect to the three directions. The expansion of the insulating body 10 can in all three directions quite strongly from the in Fig. 11 differ from the illustration shown.

Fig. 12 zeigt zur Illustration eine feste Einheit im Isolierkörper 10 eingebaut. Diese Form wird in der Kombination der Berechnung und der statischen Auslegung zugrunde gelegt. Im Ingenieurbüro wird aufgrund der Gebäudepläne festgelegt, welche der oben beschriebenen Anordnungen zum Einsatz kommen sollen. Die besondere Technik besteht darin, eine feste Einheit oder mehrere feste Einheiten so auszulegen, dass es allen gewünschten Anforderungen genügt. Fig. 12 shows for illustration a solid unit installed in the insulating body 10. This form is used in the combination of the calculation and the static design. Based on the building plans, the engineering office determines which of the arrangements described above should be used. The particular technique is to design a fixed unit or units to meet all desired requirements.

Claims (9)

  1. Connection element for the connection of two parts of a building, consisting of an insulating body (10) and a fixed unit (11, 11', 13), wherein
    the insulating body (10)
    features two flat faces parallel to one another and
    is made of a thermally insulating material and
    is to be arranged between both parts of the building and
    the forces should be transmitted by the fixed unit (11, 11', 13) and wherein the fixed unit (11, 11', 13) consists of
    a stiffening slab (13) arranged in the range of the insulating body (10) and two reinforcement rods firmly connected thereto and extending parallel to the plane of the slab,
    wherein the stiffening slab (13) features two parallel longitudinal edges and one reinforcement rod is connected to the stiffening slab at each of these longitudinal edges,
    characterised in that
    the fixed unit of the stiffening slab (13) and the reinforcement rods (11, 11') relatively to the insulating body (10) at least one angle (α, β, γ) with respect to the three orthogonal directions (x, y, z), where the y-direction is orthogonal to the flat faces of the insulating body (10), is arranged in an angle range between 1° an 89°.
  2. Connection element according to claim 1,
    characterised in that
    the stiffening slab (13) is arranged horizontally with respect to the slab-shaped insulating body (10) and the fixed unit (11, 11', 13) forms, with respect to the longitudinal direction (x) of the insulating body (10), an angle (α) ranging from 1° to 89°.
  3. Connection element according to claim 1,
    characterised in that
    the stiffening slab (13) is arranged vertically with respect to the slab-shaped insulating body (10) and the fixed unit (11, 11', 13) forms, with respect to the longitudinal direction of the insulating body (10), an angle (α) ranging from 1° to 89°.
  4. Connection element according to claim 1,
    characterised in that
    the stiffening slab (13) forms, with respect to the vertical direction of the slablike insulating body (10), an angle (γ) ranging from 1° to 89° and the fixed unit (11, 11', 13) is arranged orthogonally to the longitudinal direction of the insulating body (10).
  5. Connection element according to claim 1,
    characterised in that
    the stiffening slab (13) forms, with respect to the vertical direction of the slablike insulating body (10), an angle (γ) ranging from 1° to 89° and the fixed unit (11, 11', 13) forms, with respect to the longitudinal direction of the insulating body (10), an angle (α) ranging from 1° to 89°
  6. Connection element according to claim 1,
    characterised in that
    the stiffening slab (13) is arranged vertically with respect to the flat faces of the insulating body (10) and the fixed unit (11, 11', 13) forms, with respect to the longitudinal direction of the insulating body (10), an angle (α) ranging from 1° to 89° and, with respect to the horizontal direction, a tilt angle (β) ranging from 1° to 89°.
  7. Connection element according to one of the previous claims,
    characterised in that
    the fixed unit (11, 11', 13) made of building steel or of stainless steel is coated with paint.
  8. Connection element according to one of the previous claims,
    characterised in that the stiffening slab (13) and the reinforcement rods (11, 11') are connected by welding.
  9. Connection element according to one of the previous claims,
    characterised in that the stiffening slab (13) and the reinforcement rods (11, 11') are connected by sticking.
EP09743929.3A 2008-10-23 2009-10-19 Connection elements for building connections Active EP2337903B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CH16652008A CH699781B1 (en) 2008-10-23 2008-10-23 Connecting element for building connections.
PCT/IB2009/054600 WO2010046841A1 (en) 2008-10-23 2009-10-19 Connection elements for building connections

Publications (2)

Publication Number Publication Date
EP2337903A1 EP2337903A1 (en) 2011-06-29
EP2337903B1 true EP2337903B1 (en) 2016-06-29

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EP09743929.3A Active EP2337903B1 (en) 2008-10-23 2009-10-19 Connection elements for building connections

Country Status (4)

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EP (1) EP2337903B1 (en)
CH (1) CH699781B1 (en)
DE (1) DE202009018734U1 (en)
WO (1) WO2010046841A1 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP2405065B1 (en) 2010-11-19 2014-04-23 Georg Koch Insulating connection element for bearing compressive loads
CA3088299A1 (en) * 2018-01-10 2019-07-18 Jencol Innovations, Llc Thermal break for concrete slabs
DE102019116683A1 (en) * 2019-06-19 2020-12-24 Schöck Bauteile GmbH COMPONENT FOR INSTALLATION IN SEPARATION JOINTS OF BUILDINGS

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3700295C2 (en) 1987-01-07 1993-11-11 Schoeck Bauteile Gmbh Building insulation element
CH690966A5 (en) 1996-03-12 2001-03-15 Clement Gutzwiller Connecting component for collar plates on buildings comprises thermic insulating body and at least one metal reinforcement component arranged crossways to insulating body
ATE228599T1 (en) * 1996-07-30 2002-12-15 Basys Ag CONNECTING ELEMENT
DE29903589U1 (en) * 1999-02-26 1999-05-20 Schöck Bauteile GmbH, 76534 Baden-Baden Component for thermal insulation
EP1627971A1 (en) * 2004-08-18 2006-02-22 Thomas Mösch Method for positioning steel rods and a mounting plate therefor

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Publication number Publication date
CH699781A2 (en) 2010-04-30
WO2010046841A1 (en) 2010-04-29
CH699781B1 (en) 2013-11-15
DE202009018734U1 (en) 2012-11-29
EP2337903A1 (en) 2011-06-29

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