EP2369073B1 - Élément de pose de dalles en console - Google Patents

Élément de pose de dalles en console Download PDF

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Publication number
EP2369073B1
EP2369073B1 EP11159023.8A EP11159023A EP2369073B1 EP 2369073 B1 EP2369073 B1 EP 2369073B1 EP 11159023 A EP11159023 A EP 11159023A EP 2369073 B1 EP2369073 B1 EP 2369073B1
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EP
European Patent Office
Prior art keywords
rod
cantilever
region
tensioning
installed state
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.)
Active
Application number
EP11159023.8A
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German (de)
English (en)
Other versions
EP2369073A3 (fr
EP2369073A2 (fr
Inventor
Jörg Reymendt
Axel Merg
Manfred Hanrath
Rolf Küng
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.)
Max Frank GmbH and Co KG
Original Assignee
Max Frank GmbH and Co KG
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Publication date
Application filed by Max Frank GmbH and Co KG filed Critical Max Frank GmbH and Co KG
Publication of EP2369073A2 publication Critical patent/EP2369073A2/fr
Publication of EP2369073A3 publication Critical patent/EP2369073A3/fr
Application granted granted Critical
Publication of EP2369073B1 publication Critical patent/EP2369073B1/fr
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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 present invention relates to a cantilever panel connection element for connecting a ceiling / floor panel and a cantilevered panel.
  • cantilevered panels When connecting cantilevered panels to building parts, for example when connecting a balcony to a ceiling / floor slab, two aspects are in the foreground.
  • the various forces that act on the cantilever plate ie tensile, compressive and / or shear forces, must be safely and completely transmitted to the building.
  • a good thermal insulation must be ensured, since the cantilevered plates are subjected in practice to a high thermal stress.
  • the cantilevered parts can act as cold bridges and cause structural damage.
  • Kragplattenan gleich institute therefore generally have fasteners for power transmission between the building parts and a body of insulating material, which causes the greatest possible thermal insulation of the cantilevered plate.
  • the DE 3 005 571 B1 discloses, for example, a cantilevered connection element with an elongated, cuboid insulating body of thermally insulating material.
  • the insulating body is interspersed with elongated, metal reinforcing elements which extend substantially transversely to the insulating body and which are designed to absorb tensile forces.
  • the cantilever connection element has transverse force bars of reinforcing steel and steel construction parts which act as pressure elements.
  • the EP 499 590 B1 describes a heat-insulating cantilevered connection element having an insulation body, at least one upper layer of spaced apart reinforcing iron, which penetrate the insulation body, at least one lower layer of spaced reinforcing iron or pressure transmission elements, which penetrate the insulation body, and at least one transverse bar on each side of the insulation body. At least one transverse bar is at the upper layer of the reinforcing bar and at least one other transverse bar is arranged at the lower layer of the reinforcing bar or the pressure transmission elements. At least one vertically arranged plate interconnecting the cross bars is disposed between two adjacent reinforcing bars of a layer of reinforcing bars.
  • the cantilever panel connection element connects a ceiling / floor panel and a cantilevered panel. It has a mounted in the installed state between the ceiling / bottom plate and the cantilevered insulating body.
  • the insulating body is penetrated by at least one tension rod, at least one rod for receiving pressure and shear forces and at least one pressure rod.
  • two traction means are provided, wherein at least one traction means arranged in the installed state in the top / bottom plate and fixed to the tension rod and the push rod and at least one traction means in the installed state in the cantilever plate and fixed to the tension rod and with connected to the push rod.
  • the tension rod In its section in the region of the insulating body, the tension rod extends in a direction deviating from the horizontal in the installed state. Likewise, the rod extends to absorb pressure and shear forces in its section in the region of the insulating body in a direction deviating from the horizontal in the installed state.
  • the rods intended to absorb tensile forces always run in the horizontal direction from the projecting plate through the insulating body into the ceiling / floor panel or another part of the building. In principle, this is also a very effective method for absorbing the tensile forces.
  • the top edge of the cantilevered plate and the top edge of the top / bottom plate are at a different level, so a Height offset between the building part and the balcony is present, there is the problem that a continuous horizontal guidance of the tension rods is not possible, because these are then no longer covered in concrete in one of the two interconnected parts, or at least come to lie so close to the concrete surface in that it is to be feared that the concrete will break out.
  • This problem is usually circumvented by the tension rod in the horizontal direction in its usual position in the lying at a lower level part, so either the cantilever plate or the ceiling / bottom plate is performed.
  • the tension rod also penetrates the insulating body in a horizontal direction and is then guided into the second component, ie in turn either the projecting plate or the ceiling / floor plate.
  • the tension rod is bent in a loop, guided vertically upwards, bent at the desired level again by 90 ° and then again continued in a horizontal direction.
  • a provided for receiving pressure and shear forces rod is also guided obliquely through the insulating body, which corresponds to the known from the prior art, usual leadership of such a connecting element.
  • This rod for receiving pressure and shear forces can be designed as an independent element without a firm connection to the other, the insulating body penetrating connecting elements. In this case, penetrates the rod for receiving pressure and shear forces the insulating body in a direction deviating from the horizontal direction, is then continued in the two components in the horizontal direction and connected in the usual manner to the building reinforcement.
  • the rod for absorbing pressure and shear forces may also be formed in an extension which projects only slightly beyond the insulating body.
  • the rod for receiving pressure and shear forces is bent to only two places, resulting in the installed state, a short, in the area of the ceiling / floor plate horizontally extending portion, an obliquely extending portion in the region of the insulator and a short, in the area the projecting plate horizontally extending section.
  • the two relatively short, horizontally extending portion can then be firmly connected to a horizontally extending portion of the tie rod or a horizontally extending portion of the push rod, in particular welded.
  • the third, the insulating body penetrating connecting element, which serves to absorb pressure forces, are guided in a conventional manner in the horizontal direction through the insulating body.
  • the push rod is, as well as the tension rod, out a certain distance in the respective component and can then be connected in the usual manner to the building reinforcement.
  • the high static load capacity of the cantilever panel connection element according to the invention is also achieved by the two additionally provided traction means.
  • one of the traction means is arranged in the installed state in the cantilevered plate or in the top / bottom plate.
  • Each of the two traction means is firmly connected to the tie rod and the push rod.
  • the traction means are welded to the tension rod and to the pressure rod.
  • the Welds for connecting the traction means with the tension rod or the pressure rod are therefore also completely surrounded by concrete and thus protected from corrosion.
  • the pressure rod can also extend in the installed state in the horizontal direction in the region of the insulating body.
  • the pressure rod extends in the installed state in the region of the insulating body but in a direction deviating from the horizontal direction.
  • an angle ⁇ between 175 ° and 130 °, in particular an angle ⁇ between 170 ° and 145 °.
  • the traction means arranged in the ceiling / bottom plate is designed as a tension rod or as a tension plate.
  • a tension rod there was a greater saving of material. Therefore, this represents a very particularly preferred embodiment.
  • the traction means arranged in the projecting plate is designed as a tension rod or as a tension plate.
  • a tension rod there was a greater saving of material. Therefore, this represents a very particularly preferred embodiment.
  • the tension rod and the pressure rod are substantially parallel to one another, in particular also in the region of the insulating body.
  • substantially parallel is meant that it by the concreting process to slight deviations may occur, but do not play a role for the functionality of the cantilever panel connection element according to the invention.
  • embodiments are preferred, according to which the arranged in the installed state in the top / bottom plate and fixed to the tension rod and the push rod traction means and arranged in the installed state in the cantilever plate and fixed to the tension rod and the push rod traction means essentially parallel to each other.
  • a statically particularly strong cantilever beam connection element is achieved.
  • substantially parallel is to be understood that it may come to light deviations by the concreting, but play no role in the functioning of the cantilever panel connection element according to the invention.
  • the traction means arranged in the installed state in the top / bottom plate and fixedly connected to the tension rod and the pressure rod is arranged substantially perpendicular to the horizontally extending portion of the tension rod and substantially perpendicular to the horizontally extending portion of the pressure rod.
  • the in the installed state arranged in the cantilever plate and fixedly connected to the pull rod and the push rod traction means is arranged substantially perpendicular to the horizontally extending portion of the tension rod and substantially perpendicular to the horizontally extending portion of the push rod.
  • the tension rods, pressure rods, rods for receiving pressure and shear forces and traction means provided in the cantilevered connection element according to the invention are preferably all made of metal, in particular structural and reinforcing steel, but also stainless steel.
  • the traction elements cast in the concrete components are protected from corrosion by the concrete. However, at least the portions of the rods passing through the region of the insulating body must be protected against corrosion. Preferably, these sections are made of stainless steel or by the from the EP 0 895 558 B1 known system protected against corrosion.
  • EP 0 895 558 B1 is a corroding existing existing reinforcing rod without contact surrounded with a non-corrosive sleeve and filled the space between the sleeve and steel rod with a pourable, hardening mass.
  • FIG. 1 shows a cross section through an inventive Kragplattenan gleichelement 1.
  • the cantilever panel connecting element 1 connecting the ceiling / bottom plate 2 and the cantilevered plate 3 comprises a parallelepiped-shaped arranged between the ceiling / bottom plate 2 and 3 projecting plate Insulating body 4.
  • the insulating body 4 is penetrated by a pull rod 5 for receiving tensile forces, a rod 6 for receiving pressure and shear forces and a pressure rod 7 for receiving pressure forces.
  • a welded to the pull rod 5 and the push rod 7 pull rod 8 is arranged in the ceiling / bottom plate 2.
  • a tension rod 9 welded to the tension rod 5 and to the pressure rod 7 is arranged in the cantilevered plate 3.
  • the rod 6 for absorbing pressure and shear forces is welded to the tension rod 5 in the area of the ceiling / base plate 2.
  • the rod 6 is welded to the push rod 7. All welds are therefore in the concrete and are therefore protected against corrosion.
  • the tension rod 5, the rod 6 for receiving pressure and shear forces and the pressure rod 7 extend in the region of the insulating body 4 in a direction deviating from the horizontal direction.
  • the extending in the region of the insulating body 4 in a direction deviating from the horizontal direction portion of the tie rod 5 closes with the in the ceiling / base plate 2 horizontally extending portion of the tie rod 5 as well as in the region of the cantilevered plate 3 horizontally extending portion of the tie rod 5 each an angle ⁇ of about 155 °.
  • the extending in the region of the insulating body 4 in a direction deviating from the horizontal direction portion of the push rod 7 closes with the in the ceiling / base plate 2 horizontally extending portion of the push rod 7 as well as in the region of the cantilevered plate 3 horizontally extending portion of the push rod 7 each have an angle ⁇ of about 155 °.
  • Tension rod 5 and push rod 7 are substantially parallel to each other.
  • the FIG. 2 also shows a Kragplattenan gleichelement 1 according to the invention, which in all elements of the in FIG. 1 shown Kragplattenan gleichelement 1 corresponds.
  • One difference lies only in the course of the bar 6 for absorbing pressure and shear forces.
  • the embodiment shown in the embodiment of the insulating body 4 in a direction deviating from the horizontal direction section of the rod 6 for receiving pressure and shear forces closes with the in the ceiling / base plate 2 horizontally extending portion of the push rod 7 as well as with the in the area the cantilevered plate 3 horizontally extending portion of the tension rod 5 each have an angle ⁇ of about 125 °.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Joining Of Building Structures In Genera (AREA)

Claims (12)

  1. Élément de pose de dalles en console (1) pour relier une plaque de plafond/sol (2) et une plaque en porte-à-faux (3) avec un corps isolant (4) disposée en l'état monté entre la plaque de plafond/sol (2) et la plaque en porte-à-faux (3), au moins une barre de traction (5) traversant le corps isolant (4), au moins une barre (6) traversant le corps isolant (4) pour absorber les forces de pression et les forces transversales, au moins une barre de pression (7) traversant le corps isolant (4), au moins un moyen de traction (8) disposé en l'état monté dans la plaque de plafond/sol (2) et relié solidement avec la barre de traction (5) et avec la barre de pression (7) et au moins un moyen de traction (9) relié solidement avec la barre de traction (5) et la barre de pression (7)et disposé en l'état monté dans la plaque en porte à faux (3), dans lequel la barre (6) pour absorber les forces de pression et les forces transversales s'étend au moins dans sa portion au niveau du corps isolant (4) dans une direction s'écartant de l'horizontale en l'état monté,
    caractérisé en ce que
    au moins également la barre de traction (5) s'étend au moins dans sa portion au niveau du corps isolant (4) dans une direction s'écartant de l'horizontale en l'état monté.
  2. Élément de pose de dalles en console selon la revendication 1, caractérisé en ce que la barre de pression (7) s'étend au moins dans sa portion au niveau du corps isolant (4) dans une direction s'écartant de l'horizontale en l'état monté.
  3. Élément de pose de dalles en console selon une des revendications précédentes, caractérisé en ce que le moyen de traction (8) disposé en l'état monté dans la plaque de plafond/sol (2) est conçu comme une barre de traction ou comme une plaque de traction.
  4. Élément de pose de dalles en console selon une des revendications précédentes, caractérisé en ce que le moyen de traction (9) disposé en l'état monté dans la plaque en porte-à-faux (3) est conçu comme une barre de traction ou comme une plaque de traction.
  5. Élément de pose de dalles en console selon une des revendications précédentes, caractérisé en ce que la portion de la barre de traction (5) s'étendant au niveau du corps isolant (4) en l'état monté dans une direction s'écartant de l'horizontale définit respectivement un angle α compris entre 170° et 145° avec les portions de la barre de traction (5) s'étendant horizontalement au niveau de la plaque de plafond/sol (2) et au niveau de la plaque en porte-à-faux (3).
  6. Élément de pose de dalles en console selon une des revendications précédentes, caractérisé en ce que la portion de la barre (6) pour absorber les forces de pression et les forces transversales s'étendant au niveau du corps isolant (4) en l'état monté dans une direction s'écartant de l'horizontale définit respectivement un angle β compris entre 160° et 135° avec la portion de la barre de traction (5) s'étendant horizontalement au niveau de la plaque de plafond/sol (2) et la portion de la barre de pression (7) s'étendant horizontalement au niveau de la plaque en porte-à-faux (3).
  7. Élément de pose de dalles en console selon une des revendications 1 à 5, caractérisée en ce que la portion de la barre (6) pour absorber les forces de pression et les forces transversales s'étendant au niveau du corps isolant (4) en l'état monté dans une direction s'écartant de l'horizontale définit respectivement un angle β compris entre 135° et 110° avec la portion de la barre de pression (7) s'étendant horizontalement au niveau de la plaque de plafond/sol (2) et la portion de la barre de traction (5) s'étendant horizontalement au niveau de la plaque en porte-à-faux (3).
  8. Élément de pose de dalles en console selon une des revendications 2 à 7, caractérisé en ce que la portion de la barre de pression (7) s'étendant au niveau du corps isolant (4) en l'état monté dans une direction s'écartant de l'horizontale définit respectivement un angle γ compris entre 170° et 145° avec les portions de la barre de pression (7) s'étendant horizontalement au niveau de la plaque de plafond/sol (2) et au niveau de la plaque en porte-à-faux (3).
  9. Élément de pose de dalles en console selon une des revendications précédentes, caractérisé en ce que la barre de traction (5) et la barre de pression (7) s'étendent essentiellement parallèlement l'une à l'autre.
  10. Élément de pose de dalles en console selon une des revendications précédentes, caractérisé en ce que le moyen de traction (8) disposé en l'état monté dans la plaque de plafond/sol (2) et relié solidement avec la barre de traction (5) et avec la barre de pression (7) et le moyen de traction (9) disposé en l'état monté dans la plaque en porte-à-faux (3) et relié solidement avec la barre de traction (5) et avec la barre de pression (7) s'étendent essentiellement parallèlement l'un à l'autre.
  11. Élément de pose de dalles en console selon une des revendications précédentes, caractérisé en ce que le moyen de traction (8) disposé en l'état monté dans la plaque de plafond/sol (2) et relié solidement avec la barre de traction (5) et avec la barre de pression (7) est disposé essentiellement perpendiculairement à la portion s'étendant à l'horizontale de la barre de traction (5) et essentiellement perpendiculairement à la portion s'étendant à l'horizontale de la barre de pression (7).
  12. Élément de pose de dalles en console selon une des revendications précédentes, caractérisé en ce que le moyen de traction (9) disposé en l'état monté dans la plaque en porte-à-faux (3) et relié solidement avec la barre de traction (5) et avec la barre de pression (7) est disposé essentiellement perpendiculairement à la portion s'étendant à l'horizontale de la barre de traction (5) et essentiellement perpendiculairement à la portion s'étendant à l'horizontale de la barre de pression (7).
EP11159023.8A 2010-03-23 2011-03-21 Élément de pose de dalles en console Active EP2369073B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE201010016096 DE102010016096B3 (de) 2010-03-23 2010-03-23 Kragplattenanschlusselement

Publications (3)

Publication Number Publication Date
EP2369073A2 EP2369073A2 (fr) 2011-09-28
EP2369073A3 EP2369073A3 (fr) 2014-07-16
EP2369073B1 true EP2369073B1 (fr) 2016-07-06

Family

ID=43993154

Family Applications (1)

Application Number Title Priority Date Filing Date
EP11159023.8A Active EP2369073B1 (fr) 2010-03-23 2011-03-21 Élément de pose de dalles en console

Country Status (2)

Country Link
EP (1) EP2369073B1 (fr)
DE (1) DE102010016096B3 (fr)

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3005571C2 (de) * 1980-02-14 1982-02-18 Schöck, Eberhard, 7570 Baden-Baden Bauelement zur Wärmedämmung bei Gebäuden
AT395622B (de) * 1989-06-05 1993-02-25 Josef Fuhs Bewehrung fuer den anschluss einer balkonplatte
ATE151836T1 (de) * 1991-02-15 1997-05-15 Reto Bonomo Wärmedämmendes kragplattenanschlusselement und verwendung desselben
DE4342673A1 (de) * 1993-12-15 1995-06-22 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung
CH690448A5 (de) * 1996-04-22 2000-09-15 Pecon Ag Mehrteiliger Armierungsstab.
ATE228599T1 (de) * 1996-07-30 2002-12-15 Basys Ag Verbindungselement

Also Published As

Publication number Publication date
DE102010016096B3 (de) 2011-06-16
EP2369073A3 (fr) 2014-07-16
EP2369073A2 (fr) 2011-09-28

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