EP0015460A1 - Bearing element for reinforced concrete floors or the like - Google Patents

Bearing element for reinforced concrete floors or the like Download PDF

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Publication number
EP0015460A1
EP0015460A1 EP80100892A EP80100892A EP0015460A1 EP 0015460 A1 EP0015460 A1 EP 0015460A1 EP 80100892 A EP80100892 A EP 80100892A EP 80100892 A EP80100892 A EP 80100892A EP 0015460 A1 EP0015460 A1 EP 0015460A1
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EP
European Patent Office
Prior art keywords
support element
wall
element according
support
shells
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.)
Granted
Application number
EP80100892A
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German (de)
French (fr)
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EP0015460B1 (en
Inventor
Wilhelm Mastiaux
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
STADTSPARKASSE GLADBECK I. W.
Original Assignee
Stadtsparkasse Gladbeck I W
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Priority to AT80100892T priority Critical patent/ATE4428T1/en
Publication of EP0015460A1 publication Critical patent/EP0015460A1/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
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/82—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to sound only
    • E04B1/84—Sound-absorbing elements
    • 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
    • E04B1/36—Bearings or like supports allowing movement
    • 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
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
    • E04B2001/7679—Means preventing cold bridging at the junction of an exterior wall with an interior wall or a floor
    • 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
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/82—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to sound only
    • E04B2001/8254—Soundproof supporting of building elements, e.g. stairs, floor slabs or beams, on a structure

Definitions

  • the invention relates to a support element for reinforced concrete ceilings and corresponding ceiling constructions in rising brick or concrete walls.
  • Reinforced concrete ceilings and corresponding ceiling constructions are stored in rising walls in that horizontal slots are formed in the walls, into which the ceilings are non-positively concreted.
  • the invention seeks to remedy the situation by creating a support element as characterized in the claims.
  • the invention thus solves the problem of making the manufacture of an elastic ceiling support independent of a particular conscientiousness of the construction workers carrying out the work and of forming the ceiling supports without continuous wall slots, but only in support niches with wall arrows placed in between, in which the support elements are walled in according to the invention.
  • the advantages achieved by the invention consist essentially in the fact that between the two horizontally nested trough-shaped shells an elastic filling material can be encapsulated so as to be tight and non-destructive so that there is sufficient all-round movement of the inner trough which forms the ceiling support. This ensures the transfer of the support forces to the walls and the statically elastic connection between the walls and ceilings. The formation of contact bridges is excluded.
  • the outer cross-sectional and length dimensions of the support element according to the invention can be matched to standardized wall dimensions.
  • the support element according to the invention is able to absorb the freshly bricked wall layers statically until the mortar has hardened without any disturbing deformation.
  • the loads to be subsequently applied from the rising walls are transferred to the wall pillars in between by means of reinforced wall layers above the support elements according to the invention.
  • cover plate and the rear wall with beads not only stabilizes the support element, but also its frictional interlocking with the surrounding masonry.
  • the longitudinal corrugation in the base plate of the outer shell creates a non-positive connection between the support element and the mortar joint of the support and also centers the support load from the solid ceiling in a statically favorable manner.
  • a slide film is preferably arranged between the two base plates of the outer and inner support shell, are horizontal right shifting of the ceiling in the wall possible with only little frictional resistance.
  • a horizontal elastic interlocking of the ceiling transversely to the support masonry can be achieved by a gradation in the base plate of the inner and outer shell and an intermediate rubber strip arranged in between.
  • a plastic with a high vapor retardant effect can be selected as the shell material, condensate formation between the shells, i. H. prevent in the filling material so that the insulation effect of the same cannot be lost.
  • Another advantage is the absolute watertightness of the support element according to the invention, so that driving rain water in the support area of the ceiling cannot get inside.
  • the support element according to the invention can also be designed on both sides.
  • the two inner shells can be separated from the outer shell, but also from one another by elastic, sound and heat-insulating filler material.
  • Factory-made reinforcement cages can be used for the support areas of the reinforced concrete slabs, which ensure compliance with the static regulations for the slab reinforcement during installation Ensure in the area of the support elements according to the invention without special manual care.
  • FIGS. 1a and 1b and FIGS. 2 and 3 show the outer shell 1, the inner shell 2 and an elastic filler 3 between the outer shell 1 and the inner shell 2.
  • the outer shell 1 has horizontal beads 4, vertical beads 5 and horizontal beads 6.
  • the inner shell 2 is provided with a longitudinal bead 7.
  • the outer shell also has an upper edge fold 8.
  • a slide film 9 is provided between the base plates of the inner and outer shell.
  • a rubber strip 12 between the beads 6 and 7 in the base plate of the two shells 1 and 2 is used for the elastic, static connection of the outer wall to the ceiling 13.
  • FIGS. 4 and 5 is a double-sided support element.
  • An outer shell 14 and two inner shells 15 can be seen. Between the shells, elastic filling material 16 is encapsulated again in a completely tight and non-destructive manner.
  • the outer shell 14 is provided with longitudinal beads 17 and 18 and with bevelled edges 19.
  • a slide film 20 is provided between the base plates of the shells 14 and 15 to reduce the frictional resistance on the load transfer surface.
  • Horizontal rubber end strips 21 and vertical rubber end strips 22 are used for tight, non-destructive and displacement-free encapsulation of the filling material 16.
  • a vertical masking 24 is provided on the brick intermediate pillars 23 to form a gap between the solid ceiling 13 and the intermediate pillars 23.

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  • Physics & Mathematics (AREA)
  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Acoustics & Sound (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Abstract

1. Support member for reinforced concrete floors (13) or similar to be carried by rising brick-built or concrete walls, characterised by one or two inner through-shaped shells (2 or 15) to be inserted in support crevices provided between the pilasters (23) in the rising wall, and an outer shell (1 or 14), either through-shaped or in the form of a frame, which with their open sides face towards the ceiling or similar and between the inner and outer shells there is accommodated an elastic filling (3 or 6).

Description

Die Erfindung bezieht sich auf ein Auflagerelement für Stahlbetondecken und entsprechende Deckenkonstruktionen in aufgehenden gemauerten oder betonierten Wänden.The invention relates to a support element for reinforced concrete ceilings and corresponding ceiling constructions in rising brick or concrete walls.

Stahlbetondecken und entsprechende Deckenkonstruktionen werden in aufgehenden Wänden dadurch gelagert, daß in den Wänden Horizontalschlitze gebildet werden, in welche die Decken kraftschlüssig einbetoniert werden.Reinforced concrete ceilings and corresponding ceiling constructions are stored in rising walls in that horizontal slots are formed in the walls, into which the ceilings are non-positively concreted.

Unter ungünstigen Voraussetzungen, wie z. B. bei weitgespannten Decken, bei geringen Auflasten aus den aufgehenden Wänden, fehlender oder fehlerhafter Nachbehandlung durch Feuchthalten des Deckenbetons in der warmen Jahreszeit und unter ähnlichen, dem Fachmann bekannten Bedingungen können sich infolge des unterschiedlichen bauphysikalischen Verhaltens von Beton und Mauerwerk einerseits und Decken und Wänden andererseits Zwängungsspannungen in den Wänden ergeben, welche häufig zu den gefürchteten Wandrissen führen. Es ist bekannt, zur Vermeidung dieser Rißschäden Gleitfolien und elastisches Plattenmaterial in die Auflagerschlitze einzukleben, um damit die starre Einbindung der Massivdecken zu unterbinden und statt dessen eine allseitige Beweglichkeit im Auflagerschlitz zu erzielen.Under unfavorable conditions, such as B. with wide-span ceilings, with light loads from the rising walls, missing or faulty post-treatment by keeping the ceiling concrete moist in the warm season and under similar conditions known to the person skilled in the art may result from different physical behavior of concrete and masonry on the one hand and ceilings and walls on the other hand result in constraining stresses in the walls, which often lead to the dreaded wall cracks. It is known to glue slide films and elastic plate material into the support slots to avoid this tear damage, in order to prevent the rigid integration of the solid ceilings and instead to achieve all-round mobility in the support slot.

Es ist ferner bekannt, daß solche an der Baustelle angelegten Massivdeckenauflager nur dann keine schadenverursachenden Zwängungen in den Wänden aufkommen lassen, wenn in deren Bereichen keinerlei Kontaktbrücken entstehen. Dies ist aber abhängig von einer besonders sorgfältigen Ausführung. Wird eine solche vernachlässigt, dann machen entstehende Kontaktbrücken die angelegten Trennfugen zwischen Massivdecken und Wandauflager bzw. zwischen auf einer Wand gemeinsam aufliegenden Stahlbetondecken unwirksam. Die hieraus resultierenden Bauschäden sind ebenfalls bekannt und machen sich z. B. in waagerechten Rißbildungen in Außenwänden bemerkbar. Diese Rißbildungen haben ein Eindringen von Regenwasser mit Durchnässungen der Innenräume sowie Schwarzpilzbildungen unter den Deckenauflagern zur Folge.It is also known that such solid ceiling supports created at the construction site can only cause damage-causing constraints in the walls if no contact bridges are created in their areas. However, this depends on a particularly careful execution. If one of these is neglected, the resulting contact bridges render the separating joints between solid ceilings and wall supports or between reinforced concrete ceilings lying on a wall ineffective. The resulting structural damage is also known and z. B. noticeable in horizontal cracks in the outer walls. These cracks cause rainwater to penetrate, soaking the interior and creating black fungi under the ceiling supports.

Hier will die Erfindung Abhilfe schaffen durch die Schaffung eines Auflagerelementes, wie es in den Ansprüchen gekennzeichnet ist.Here, the invention seeks to remedy the situation by creating a support element as characterized in the claims.

Die Erfindung löst somit die Aufgabe, die Herstellung eines elastischen Deckenauflagers von einer besonderen Gewissenhaftigkeit der ausführenden Bauhandwerker unabhängig zu machen und die Deckenauflager ohne durchgehende Wandschlitze, sondern nur in Auflagernischen mit dazwischen angelegten Mauerpfeilen auszubilden, in welche die Auflagerelemente gemäß der Erfindung eingemauert werden.The invention thus solves the problem of making the manufacture of an elastic ceiling support independent of a particular conscientiousness of the construction workers carrying out the work and of forming the ceiling supports without continuous wall slots, but only in support niches with wall arrows placed in between, in which the support elements are walled in according to the invention.

Die durch die Erfindung erreichten Vorteile bestehen im wesentlichen darin, daß zwischen die zwei waagerecht ineinander gesetzten trogförmigen Schalen ein elastisches Füllmaterial dicht und zerstörungsfrei so eingekapselt werden kann, daß eine allseitige ausreichende Bewegungsmöglichkeit des Innentroges, welcher das Deckenauflager bildet, gegeben ist. Damit ist die übertragung der Auflagerkräfte auf die Wände sowie die statisch elastische Verbindung zwischen den Wänden und Decken gewährleistet. Die Entstehung von Kontaktbrücken ist ausgeschlossen.The advantages achieved by the invention consist essentially in the fact that between the two horizontally nested trough-shaped shells an elastic filling material can be encapsulated so as to be tight and non-destructive so that there is sufficient all-round movement of the inner trough which forms the ceiling support. This ensures the transfer of the support forces to the walls and the statically elastic connection between the walls and ceilings. The formation of contact bridges is excluded.

Die äußeren Querschnitts- und Längenabmessungen des Auflagerelementes nach der Erfindung lassen sich auf genormte Mauermaße abstimmen.The outer cross-sectional and length dimensions of the support element according to the invention can be matched to standardized wall dimensions.

Da die obere Platte der äußeren Schale durch Sicken und erforderlichenfalls durch eine zusätzliche Randabkantung verstärkt werden kann, ist das Auflagerelement gemäß der Erfindung ohne störende Verformung in der Lage, die frisch darüber gemauerten Wandschichten bis zur Erhärtung des Mörtels statisch aufzunehmen. Die nachträglich aufzubringenden Lasten aus den aufgehenden Wänden werden durch bewehrte Mauerschichten oberhalb der erfindungsgemäßen Auflagerelemente auf die dazwischen angelegten Mauerpfeiler übertragen.Since the upper plate of the outer shell can be reinforced by beads and, if necessary, by an additional edging, the support element according to the invention is able to absorb the freshly bricked wall layers statically until the mortar has hardened without any disturbing deformation. The loads to be subsequently applied from the rising walls are transferred to the wall pillars in between by means of reinforced wall layers above the support elements according to the invention.

Durch die Ausbildung der Abdeckplatte und der Rückwandung mit Sicken erfolgt nicht nur eine Stabilisierung des Auflagerelementes, sondern auch dessen kraftschlüssige Verzahnung mit dem umgebenden Mauerwerk.The design of the cover plate and the rear wall with beads not only stabilizes the support element, but also its frictional interlocking with the surrounding masonry.

Die Längssicke in der Bodenplatte der äußeren Schale stellt eine kraftschlüssige Verbindung des Auflagerelementes mit der Mörtelfuge des Auflagers her und zentriert außerdem die Auflagerlast aus der Massivdecke statisch günstig.The longitudinal corrugation in the base plate of the outer shell creates a non-positive connection between the support element and the mortar joint of the support and also centers the support load from the solid ceiling in a statically favorable manner.

Da vorzugsweise zwischen den beiden Bodenplatten der äußeren und inneren Tragschale eine Gleitfolie angeordnet ist, sind waagerechte Verschiebungen der Decke in der Wand bei nur geringem Reibungswiderstand möglich. Eine horizontale elastische Verzahnung der Decke quer zum Auflagermauerwerk kann durch je eine Abstufung in der Bodenplatte der inneren und äußeren Schale und eine dazwischen angeordnete Gummizwischenleiste erreicht werden.Since a slide film is preferably arranged between the two base plates of the outer and inner support shell, are horizontal right shifting of the ceiling in the wall possible with only little frictional resistance. A horizontal elastic interlocking of the ceiling transversely to the support masonry can be achieved by a gradation in the base plate of the inner and outer shell and an intermediate rubber strip arranged in between.

Bringt man zwischen die Schalenwandungen elastisches sowie schall- und wärmedämmendes Material ein, dann lassen sich gleichzeitig in den Deckenauflagernischen Schall- und Wärmebrücken vermeiden.If elastic, sound and heat-insulating material is placed between the shell walls, then noise and heat bridges can be avoided in the ceiling supports.

Da als Schalenmaterial ein Kunststoff mit hoher Dampfbremswirkung gewählt werden kann, läßt sich eine Kondensatbildung zwischen den Schalen, d. h. im Füllmaterial verhindern, so daß die Dämmwirkung desselben nicht verloren gehen kann.Since a plastic with a high vapor retardant effect can be selected as the shell material, condensate formation between the shells, i. H. prevent in the filling material so that the insulation effect of the same cannot be lost.

Ein weiterer Vorteil besteht in der absoluten Wasserdichtigkeit des erfindungsgemäßen Auflagerelementes, so daß kein Schlagregenwasser im Auflagerbereich der Decke nach innen gelangen kann.Another advantage is the absolute watertightness of the support element according to the invention, so that driving rain water in the support area of the ceiling cannot get inside.

Bei in einer aufgehenden Innenwand durch eine Dehnungsfuge getrennten Deckenauflagern läßt sich das erfindungsgemäße Auflagerelement auch doppelseitig ausführen. Auch hier lassen sich die beiden inneren Schalen von der äußeren Schale, jedoch auch untereinander durch elastisches sowie schall- und wärmedämmendes Füllmaterial trennen. Bei dieser Anordnung ist es möglich, die beidseitigen Deckenauflager unter jeder Geschoßdecke auszubilden, ohne daß das Mauerwerk durch irgendeine Formänderung der Decke, z. B. verursacht durch Kriechen und Schwinden des Betons oder aufgrund thermischer Längenänderungen, Zwängungskräfte erhält, welche die bekannten Wandrisse erzeugen können. Für die Auflagerbereiche der Stahlbetondecken können fabrikmäßig vorgefertigte Bewehrungskörbe verwendet werden, welche beim Einbau die Einhaltung der statischen Vorschriften für die Deckenbewehrung im Bereich der erfindungsgemäßen Auflagerelemente ohne besondere handwerkliche Sorgfalt gewährleisten.In the case of ceiling supports separated by an expansion joint in a rising inner wall, the support element according to the invention can also be designed on both sides. Here, too, the two inner shells can be separated from the outer shell, but also from one another by elastic, sound and heat-insulating filler material. With this arrangement, it is possible to form the bilateral ceiling supports under each floor ceiling without the masonry by any change in shape of the ceiling, for. B. caused by creep and shrinkage of the concrete or due to thermal changes in length, receives constraining forces that can produce the known wall cracks. Factory-made reinforcement cages can be used for the support areas of the reinforced concrete slabs, which ensure compliance with the static regulations for the slab reinforcement during installation Ensure in the area of the support elements according to the invention without special manual care.

Im folgenden wird die Erfindung anhand von lediglich Ausführungsbeispiele darstellenden Zeichnungen näher erläutert. Es zeigt

  • Fig. 1 einen Vertikalschnitt durch ein Mauerwerk und einen Deckenkonstruktionsteil unter Verwendung eines erfindungsgemäßen Auflagerelementes, wobei Fig. 1a und Fig. 1b größer herausgezeichnete Ausschnitte zur Verdeutlichung der Abdeckplatten und der Bodenplatten der beiden Schalen .wiedergeben und Fig. 1 außerdem einen Schnitt längs der Linie A-A der Fig. 2 und 3 darstellt;
  • Fig. 2 einen Längsschnitt längs der Linie B-B der Fig. 1 und 3;
  • Fig. 3 einen Horizontalschnitt längs der Linie C-C der Fig. 1 und 2;
  • Fig. 4 einen Vertikalschnitt durch das Mauerwerk mit eingesetztem Auflagerelement gemäß einer zweiten Ausführungsform und im wesentlichen einen Schnitt längs der'Linie D-D der Fig. 5 darstellend ;
  • Fig. 5 einen Horizontalschnitt längs der Linie E-E der Fig. 4.
In the following, the invention is explained in more detail with reference to drawings that show exemplary embodiments only. It shows
  • Fig. 1 shows a vertical section through a masonry and a ceiling construction part using a support element according to the invention, Fig. 1a and Fig. 1b larger cutouts to illustrate the cover plates and the bottom plates of the two shells. And Fig. 1 also shows a section along the line AA of Figures 2 and 3;
  • 2 shows a longitudinal section along the line BB of Figures 1 and 3.
  • 3 shows a horizontal section along the line CC of FIGS. 1 and 2;
  • FIG. 4 shows a vertical section through the masonry with an inserted support element according to a second embodiment and essentially a section along the line DD of FIG. 5;
  • 5 shows a horizontal section along the line EE of FIG. 4.

Aus Fig. 1 und den zugeordneten Fig. 1a und 1b sowie den Fig. 2 und 3 erkennt man die äußere Schale 1, die innere Schale 2 und ein elastisches Füllmaterial 3 zwischen der äußeren Schale 1 und der inneren Schale 2. Die äußere Schale 1 weist horizontale Längssicken 4, vertikale Sicken 5 und horizontale Längssicken 6 auf. Die innere Schale 2 ist mit einer Längssicke 7 versehen. Die äußere Schale weist ferner eine obere Randabkantung 8 auf.1 and the associated FIGS. 1a and 1b and FIGS. 2 and 3 show the outer shell 1, the inner shell 2 and an elastic filler 3 between the outer shell 1 and the inner shell 2. The outer shell 1 has horizontal beads 4, vertical beads 5 and horizontal beads 6. The inner shell 2 is provided with a longitudinal bead 7. The outer shell also has an upper edge fold 8.

Zur Verringerung des Reibungswiderstandes auf der Lastaufnahmefläche ist zwischen den Bodenplatten der inneren und äußeren Schale, wie sich besonders deutlich aus Fig. 1b entnehmen läßt, eine Gleitfolie 9 vorgesehen. Bei 10 erkennt man horizontale Gummiabchlußleisten und bei 11 vertikale Gummiabschlußleisten zur dichten zerstörungs- und verlagerungsfreien Einkapselung des Füllmaterials 3. Eine Gummileiste 12 zwischen den Sicken 6 und 7 in der Bodenplatte der beiden Schalen 1 und 2 dient der elastischen statischen Anbindung der Außenwand an die Decke 13.To reduce the frictional resistance on the load-bearing surface, between the base plates of the inner and outer shell, as can be seen particularly clearly from FIG. 1b, a slide film 9 is provided. At 10 you can see horizontal rubber sealing strips and at 11 vertical rubber sealing strips for tight non-destructive and displacement-free encapsulation of the filler material 3. A rubber strip 12 between the beads 6 and 7 in the base plate of the two shells 1 and 2 is used for the elastic, static connection of the outer wall to the ceiling 13.

Das Ausführungsbeispiel nach den Fig. 4 und 5 ist ein doppelseitig ausgeführtes Auflagerelement. Man erkennt eine äußere Schale 14 und zwei innere Schalen 15. Zwischen den Schalen ist wieder elastisches Füllmaterial 16 vollkommen dicht und zerstörungsfrei eingekapselt. Die äußere Schale 14 ist mit Längssicken 17 und 18 sowie mit Randabkantungen 19 versehen. Zwischen den Bodenplatten der Schalen 14 bzw. 15 ist eine Gleitfolie 20 zur Verringerung des Reibungswiderstandes auf der Lastabtragungsfläche vorgesehen.The embodiment of FIGS. 4 and 5 is a double-sided support element. An outer shell 14 and two inner shells 15 can be seen. Between the shells, elastic filling material 16 is encapsulated again in a completely tight and non-destructive manner. The outer shell 14 is provided with longitudinal beads 17 and 18 and with bevelled edges 19. A slide film 20 is provided between the base plates of the shells 14 and 15 to reduce the frictional resistance on the load transfer surface.

Horizontale Gummiabschlußleisten 21 und vertikale Gummiabschlußleisten 22 dienen zur dichten zerstörungs- und verlagerungsfreien Einkapselung des Füllmaterials 16.Horizontal rubber end strips 21 and vertical rubber end strips 22 are used for tight, non-destructive and displacement-free encapsulation of the filling material 16.

An den gemauerten Zwischenpfeilern 23 ist eine vertikale Abklebung 24 zur Bildung eines Fugenspielraumes zwischen der Massivdecke 13 und den Zwischenpfeilern 23 vorgesehen.A vertical masking 24 is provided on the brick intermediate pillars 23 to form a gap between the solid ceiling 13 and the intermediate pillars 23.

Claims (7)

1. Auflagerelement für Stahlbetondecken o. dgl. in aufgehenden gemauerten oder betonierten Wänden, gekennzeichnet durch zwei in zwischen Mauerpfeilern (23) in der aufgehenden Wand vorgesehene Auflagernischen einzusetzende, ineinander gesetzte trogförmige Schalen (1 bzw. 14 und 2 bzw. 15), die mit ihren offenen Seiten von der Wand weg weisen und zwischen sich eine elastische Füllung (3 bzw. 16) aufnehmen.1.Support element for reinforced concrete ceilings or the like in rising brick or concrete walls, characterized by two trough-shaped shells (1 or 14 and 2 or 15) to be inserted in support niches provided between wall pillars (23) in the rising wall, the point the open sides away from the wall and place an elastic filling (3 or 16) between them. 2. Auflagerelement nach Anspruch 1, dadurch gekennzeichnet, daß die Füllung (3 bzw. 16) am von der Wand weg weisenden Ende der ineinander gesetzten Schalen (1 bzw. 14 und 2 bzw. 15) durch Abschlußleisten (10, 11; 21, 22) abgedeckt ist.2. Support element according to claim 1, characterized in that the filling (3 or 16) at the end facing away from the wall of the nested shells (1 or 14 and 2 or 15) by end strips (10, 11; 21, 22) is covered. 3. Auflagerelement nach Anspruch 1 oder 2, dadurch g e - kennzeichnet , daß die äußere Schale (1; 14) mit Versteifungssicken (4, 5; 17) versehen ist.3. support element according to claim 1 or 2, characterized g e - indicates that the outer shell (1; 14) with stiffening beads (4, 5; 17) is provided. 4. Auflagerelement nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet , daß in der Bodenplatte der inneren Schale (2) eine in Mauererstreckungsrichtung verlaufende Sicke (7) vorgesehen ist.4. Support element according to one of the preceding claims, characterized in that in the base plate of the inner shell (2) a bead (7) extending in the direction of the wall extension is provided. 5. Auflagerelement nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, daß in der Bodenplatte der äußeren Schale (1) eine in Mauererstreckungsrichtung verlaufende Sicke (6) vorgesehen ist.5. Support element according to one of the preceding claims, characterized in that in the base plate of the outer shell (1) a bead (6) extending in the direction of the wall extension is provided. 6. Auflagerelement nach Anspruch 4 und 5, dadurch gekennzeichnet , daß die Sicken (6, 7) gegeneinander versetzt sind und zwischen ihnen eine Leiste (12) vorgesehen ist.6. Support element according to claim 4 and 5, characterized in that the beads (6, 7) are offset from one another and a strip (12) is provided between them. 7. Auflagerelement nach einen der vorhergehenden Ansprüche, dadurch gekennzeichnet , daß die Schalen (1 bzw. 14 und 2 bzw. 15) aus Kunststoff mit hoher Dampfbremswirkung hergestellt sind.7. Support element according to one of the preceding claims, characterized in that the shells (1 or 14 and 2 or 15) are made of plastic with a high vapor retarding effect.
EP80100892A 1979-02-24 1980-02-22 Bearing element for reinforced concrete floors or the like Expired EP0015460B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT80100892T ATE4428T1 (en) 1979-02-24 1980-02-22 SUPPORT ELEMENT FOR REINFORCED CONCRETE CEILINGS OR THE LIKE.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE2907267 1979-02-24
DE2907267A DE2907267C2 (en) 1979-02-24 1979-02-24 Prefabricated ceiling support element

Publications (2)

Publication Number Publication Date
EP0015460A1 true EP0015460A1 (en) 1980-09-17
EP0015460B1 EP0015460B1 (en) 1983-08-10

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ID=6063834

Family Applications (1)

Application Number Title Priority Date Filing Date
EP80100892A Expired EP0015460B1 (en) 1979-02-24 1980-02-22 Bearing element for reinforced concrete floors or the like

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Country Link
EP (1) EP0015460B1 (en)
AT (1) ATE4428T1 (en)
DE (1) DE2907267C2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0774548A1 (en) * 1995-11-17 1997-05-21 Imbema Kunststofchemie BV Support element for building elements
US7520101B2 (en) 2002-05-22 2009-04-21 Svein Berg Attachment of building elements
DE102011009762A1 (en) * 2011-01-28 2012-08-02 Schöck Bauteile GmbH Component for installation in joints of buildings
EP3363968A1 (en) * 2017-02-20 2018-08-22 SDA-engineering GmbH Earthquake-proof connection of a bracing structure to a frame structure

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3531441C2 (en) * 1985-09-03 1996-06-13 Eberhard Schoeck Console element for the transmission of vertical forces in buildings
DE4319632A1 (en) * 1993-05-06 1994-11-10 Ewald Wachsmann Bearing element for structural elements
CN105507454B (en) * 2016-02-27 2017-10-10 中国地震局工程力学研究所 One kind deformation controllable type frame wall filled with masonry and the practice

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE6610731U (en) * 1975-11-27 Nell H Horizontally movable sliding anchor for transferring vertical loads from one component to another
DE2552261A1 (en) * 1975-11-21 1977-06-02 Habelt Wilhelm Support for cast-in-situ reinforced concrete floor - comprising block of deformable material with vertical openings

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE6610731U (en) * 1975-11-27 Nell H Horizontally movable sliding anchor for transferring vertical loads from one component to another
DE2552261A1 (en) * 1975-11-21 1977-06-02 Habelt Wilhelm Support for cast-in-situ reinforced concrete floor - comprising block of deformable material with vertical openings

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0774548A1 (en) * 1995-11-17 1997-05-21 Imbema Kunststofchemie BV Support element for building elements
US7520101B2 (en) 2002-05-22 2009-04-21 Svein Berg Attachment of building elements
DE102011009762A1 (en) * 2011-01-28 2012-08-02 Schöck Bauteile GmbH Component for installation in joints of buildings
EP3363968A1 (en) * 2017-02-20 2018-08-22 SDA-engineering GmbH Earthquake-proof connection of a bracing structure to a frame structure

Also Published As

Publication number Publication date
DE2907267A1 (en) 1980-10-09
EP0015460B1 (en) 1983-08-10
ATE4428T1 (en) 1983-08-15
DE2907267C2 (en) 1985-03-07

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