EP0034332B1 - Elément de construction pour l'isolation thermique de bâtiments - Google Patents

Elément de construction pour l'isolation thermique de bâtiments Download PDF

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Publication number
EP0034332B1
EP0034332B1 EP81100964A EP81100964A EP0034332B1 EP 0034332 B1 EP0034332 B1 EP 0034332B1 EP 81100964 A EP81100964 A EP 81100964A EP 81100964 A EP81100964 A EP 81100964A EP 0034332 B1 EP0034332 B1 EP 0034332B1
Authority
EP
European Patent Office
Prior art keywords
insulation
element according
insulation element
construction element
construction
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
Application number
EP81100964A
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German (de)
English (en)
Other versions
EP0034332A2 (fr
EP0034332A3 (en
Inventor
Eberhard Schöck
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.)
Individual
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Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to AT81100964T priority Critical patent/ATE3999T1/de
Publication of EP0034332A2 publication Critical patent/EP0034332A2/fr
Publication of EP0034332A3 publication Critical patent/EP0034332A3/de
Application granted granted Critical
Publication of EP0034332B1 publication Critical patent/EP0034332B1/fr
Expired legal-status Critical Current

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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
    • E04B1/62—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
    • 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance

Definitions

  • the invention relates to a component for thermal insulation in buildings, in particular in the case of projecting wall parts, with an elongated insulating body made of thermally insulating material, elongated, metal reinforcement elements being provided which extend essentially transversely to the insulating body and project laterally on both sides.
  • cantilevered wall parts such as balconies, loggias, outdoor platforms, house entrance panels or the like
  • cantilevered wall parts of this type are generally connected to a corresponding false ceiling in the building and form their extension to the outside .
  • the protruding panels or wall parts thus represent thermal bridges to the outside, which on the one hand result in heat losses and on the other hand can also cause structural damage.
  • cantilevers being provided at both ends of a balcony to prevent thermal bridges, between which the actual balcony slab is hung or supported.
  • These cantilevers thus form a real connection between the outside and the inside of buildings and represent a thermal bridge with a cross-section that is by no means negligible, even if this thermal bridge is smaller than in cases where the entire length of the balcony protrudes outwards. Only in the area between the cantilevers there is a thermal barrier to interrupt the thermal bridge.
  • the invention is therefore based on the object of providing a component for buildings of the type mentioned which, in the installed state with projecting wall parts, is able to ensure a more effective interruption of the heat dissipation to the outside without the forces occurring having the function of insulating Component and the projecting wall affect.
  • the insulating body is designed together with the reinforcement elements as a single prefabricated part and is provided or can be provided with at least one pressure element which is integrated in the insulating body as a connecting core element and has dimensions corresponding to the cross section of the insulating body.
  • the cantilever plate remains as such, but the concrete cross sections forming a thermal bridge can be reduced to an absolute minimum, namely the integrated pressure elements.
  • an insulating body made of hard foam e.g. Polyurethane foam or polystyrene foam
  • an inexpensive and effective material can advantageously be used.
  • the insulating body is provided in the longitudinal direction at both ends with projections or recesses complementary thereto, so that the components can be inserted one into the other in the longitudinal direction. If several components are placed one behind the other on a longer, protruding plate, the projections and recesses such as tongue and groove work together and ensure both sealing and alignment of the components at the joint.
  • the insulating body has tabs projecting laterally on its underside, with which a fixing to the outer wall or the masonry at the respective height of the building is then possible.
  • Such tabs can either be formed in one piece with the insulating body or in the form of cast-in flat iron in order to enable simple manufacture and fastening of the component.
  • the surface of the insulating body is at least partially provided with corrugation, because this enables, for example, a good attack on the exterior plaster.
  • the reinforcement elements it proves to be expedient if they consist of stainless or galvanized steel and in their central region run obliquely to the horizontal, while their laterally projecting regions are offset on one side upwards and on the other side downwards with respect to the horizontal are. In this way, the component is easily able to absorb not only tensile and shear forces in the horizontal, but also vertical forces.
  • the reinforcement elements can be used in the component according to the invention elements also have areas that extend obliquely to the longitudinal direction of the insulating body, so that they are able to absorb forces occurring in the longitudinal direction of the protruding plates, which occur, for example, when wind forces act laterally on the balcony.
  • the reinforcement elements can consist of individual, possibly elongated reinforcement bars, which can then be pushed through the insulating body, while in another embodiment, the reinforcement elements can be formed in one piece within the insulating body and extend through the insulating body in a zigzag shape. In both cases, simple manufacture of the component is possible.
  • the reinforcement elements can be cast or inserted into the insulating body.
  • the material of the insulating body adheres directly to the reinforcing bars
  • the second case one can think of forming the insulating body itself in two parts with corresponding, transversely extending recesses into which the reinforcing elements are then inserted or inserted, whereupon the two parts are then attached to one another will.
  • the pressure elements are arranged at intervals in the longitudinal direction of the insulating body, then good power transmission from panels projecting beyond the building alignment to the ceiling or the like is achieved.
  • the pressure elements can consist of metal pipe sections or angle profiles, possibly with a head and foot plate on the end faces, and a wide variety of profile cross sections can be used.
  • the pressure elements can be designed as I-profile parts, which run in the longitudinal direction of the insulating body and are optionally provided with projections arranged transversely thereto. On the one hand, an intimate connection of the insulating body and the pressure element is achieved, on the other hand, these two parts cannot move against one another, which facilitates assembly.
  • cavities provided in the insulating body or the pressure elements can be filled with concrete when the component is installed, so that the pressure elements may only form during casting and the material used which is used in any case when casting the projecting plates is used.
  • the pressure elements can also consist of concrete plugs which are inserted or cast into the insulating body, so that prefabricated parts can be integrated into the component.
  • the pressure elements expediently take up only a small part of the cross-sectional area of the insulating body and are arranged in its lower region in order to improve the transmission of forces between the projecting plate and the building.
  • additional pressure steel bars can also be used in those cases where concrete cores are used as pressure elements.
  • FIG. 1 shows an outer wall 43 which bears a false ceiling 47 and which has a heat-insulating component 1 in a parting line 45 and an insulating plaster 44 on its outside.
  • a cantilevered balcony with a base plate 40, a front wall or parapet 42 and a support 41 is also shown on the outside.
  • the heat-insulating component 1 is expediently arranged in the same plane as the insulating exterior plaster, so that there is no contact between the projecting plate 40 on the one hand and the outer wall 43 on the other to enable optimal thermal insulation.
  • the component 1 is equipped with the various reinforcement elements 20 in order to be able to absorb both vertical forces, essentially horizontal tensile forces and shear forces, and wind forces running in the longitudinal direction. 2 and 3, the component 1 is therefore shown with its insulating body 10 and the various reinforcement elements 20, the latter, as can be seen in FIG one side up and on the other side down with respect to the horizontal. At the ends of the laterally projecting areas 22 hooks 25 are also provided, which serve for anchoring. If no vertical forces are to be absorbed, it is of course sufficient to use elongated tensile reinforcements 27, as shown in FIG. 2 above.
  • Fig. 3 can also be seen at the two ends of the insulating body 10, a projection 11 or a recess 12, which are expediently designed to complement each other to facilitate the assembly of several components 1 in the longitudinal direction one behind the other.
  • These projections 11 and recesses 12 interact with one another like tongue and groove, wherein mutual displacement of the components can be prevented in a simple manner by making the projections 11 approximately cross-shaped.
  • 3 also shows reinforcement elements which have regions 24 which extend obliquely to the longitudinal direction of the insulating body 10 in order to be able to absorb forces in the longitudinal direction of the component 1. These oblique areas 24 can optionally also run obliquely to the horizontal at the same time, such as the lower reinforcement element 20 in FIG. 2.
  • a pressure element 30 can be seen which is built into the insulating body 10.
  • FIGS. 4 and 5 Various reinforcement elements can be seen in the representations of FIGS. 4 and 5 in order to take account of the respective requirements.
  • 4a and 5a are individual reinforcing bars 23 which can be cast or inserted into the insulating body 10.
  • the fastening of the upper part and the lower part is possible to each other in various ways, for example by gluing, complementary projections and recesses and by Clamping tapes which are placed around the insulating body 10 and tightened.
  • 4b to 4d and 5b to 5d show coherent reinforcement elements 20 in various configurations which extend through the insulating body 10 in a meandering or zigzag shape.
  • Straight parts 26 can optionally be provided between the respective inclined regions 24.
  • the forces transmitted by the steel reinforcement are transmitted between the ceiling and the cantilevered slab by means customary in construction, the inclined regions being able to be inclined both to the longitudinal direction and to the horizontal, at the same time by vertical forces and forces in the longitudinal direction, for example due to the influence of wind.
  • Stainless or galvanized steel is expediently used as the material for the reinforcement elements in order to prevent signs of corrosion, while the insulating bodies 10 consist of rigid foam, for example of polystyrene or polyurethane. If the reinforcement elements 20 are cast into such an insulating body 10, particularly good adhesion to one another is achieved, and the reinforcement elements are fixed immovably.
  • the pressure elements 30 distributed at a distance in the longitudinal direction can consist of metal tube pieces 31 or of angle profile parts 32, as is indicated in cross section or in the side view in FIG. 6. Possibly. head and foot plates can be provided on the end faces of the pressure elements 30.
  • a wide variety of profiles are possible for the pressure elements. can be square, circular, I-shaped, cruciform or U-shaped.
  • the pressure elements 30 are either hollow, approximately box-shaped, and are filled during construction by the concrete used to pour the projecting plate.
  • prefabricated concrete cores are used, which are inserted or cast into the insulating body 10, or openings or cavities are left in the insulating body 10, which become pressure elements 30 due to the concrete casting.
  • the latter can be designed as an I-profile part and have transversely extending projections which prevent mutual displacement of the insulating body 10 and the pressure element 30.
  • the pressure elements in such a way that they only take up a small part of the cross-sectional area of the insulating body 10 in order to allow as few cold bridges as possible.
  • the pressure elements 30 are expediently arranged in the lower region of the insulating body 10, as indicated in FIG. 11, in order to enable a good transmission of the forces from the projecting plate to the building.
  • the component In the arrangement according to FIG. 11 a, approximately the lower third of the component is left free, so that the in-situ concrete takes over the pressure. In addition, steel bars can be inserted. Also in the arrangement according to FIG. 11 b, the component contains a concrete core 30 in the lower area, while in the arrangement according to FIG. 11 c a profile bar is provided as the pressure element 30.
  • FIG. 8 shows a representation similar to FIG. 1 of how component 1 is used on the construction site. At least part of the surface of the insulating body 10 is provided with a corrugation 14 in order to enable the exterior plaster 44 to be fastened well. In many cases, however, the surface roughness of the insulating body 10, which is present anyway, is sufficient to enable plaster or concrete to adhere well to this insulating body.
  • FIGS. 9 and 10 show additional possibilities for fixing the component 1 during assembly.
  • the insulating body 10 is provided with laterally projecting tabs 13 on its underside, which serve to fix the insulating body to the masonry or the outer wall 43. This can be done either with nails through prefabricated holes, or with appropriate glues.
  • the tabs 13 can either be formed in one piece with the insulating body 10 itself, or can be present in the form of flat iron, which in turn is cast into the insulating body 10 or is attached to it, for example, with adhesives.
  • tabs 13 can thus be used as additional fastening means if, during the assembly of the component 1, the reinforcement elements 20 are fastened to the corresponding reinforcements of the ceiling and cantilever plate using wire wire. Possibly. the reinforcement elements 20 can also be equipped with spacers in order to ensure the desired arrangement of the components during assembly.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Electromagnetism (AREA)
  • Acoustics & Sound (AREA)
  • Building Environments (AREA)

Claims (18)

1. Elément de construction pour l'isolation thermique de bâtiments, en particulier de sections de paroi ou plaques en saillie, comprenant un corps isolant (10) en longueur constitué en un matériau thermiquement isolant, et où sont prévus des éléments d'armature (20) métalliques et en longueur, s'étendant sensiblement transversalement par rapport au corps isolant (10) et faisant saillie latéralement sur ses deux côtés, caractérisé en ce que le corps isolant (10) est constitué sous la forme d'un élément préfabriqué unique avec les éléments d'armature (20), et est muni ou peut être muni d'au moins un élément de compression (30) qui est intégré dans le corps isolant (10) en tant qu'élément d'âme et de liaison et qui présente des dimensions correspondant à la section transversale du corps isolant (10).
2. Elément de construction selon la revendication 1, caractérisé en ce que le corps isolant (10) est constitué en mousse dure telle qu'une mousse de polyuréthanne ou une mousse de polystyrol.
3. Elément de construction selon l'une des revendications 1 ou 2, caractérisé en ce que le corps isolant (10) est muni, en direction longitudinale et à ses deux extrémités, de saillies (11) ou d'évidements (12) complémentaires, ce qui fait que les éléments de construction (1 ) peuvent être emboîtés les uns dans les autres en direction longitudinale.
4. Elément de construction selon l'une des revendications 1 à 3, caractérisé en ce que le corps isolant (10) comprend sur son côté inférieur des pattes (13) faisant saillie latéralement.
5. Elément de construction selon la revendication 4, caractérisé en ce que les pattes (13) sont constituées soit en une seule pièce avec le corps isolant (10), soit sous forme de fers plats encastrés.
6. Elément de construction selon l'une des revendications 1 à 5, caractérisé en ce que la surface du corps isolant (10) est munie d'un rainurage (14), du moins partiellement.
7. Elément de construction selon l'une des revendications 1 à 6, caractérisé en ce que les éléments d'armature (20) sont constitués en acier inoxydable ou galvanisé et disposés en oblique par rapport à l'horizontale dans leur partie centrale (21 ), alors que leurs parties (22) faisant saillies latéralement sont décalées latéralement sur un côté vers le haut et sur l'autre côté vers le bas par rapport à l'horizontale.
8. Elément de construction selon l'une des revendications 1 à 7, caractérisé en ce que les éléments d'armature (20) comprennent des zones (24) en oblique par rapport à la direction longitudinale du corps isolant (10).
9. Elément de construction selon l'une des revendications 1 à 8, caractérisé en ce que les éléments d'armature (20) sont constitués par des barres d'armature (23, 27) individuelles et éventuellement en ligne droite.
10. Elément de construction selon l'une des revendications 1 à 8, caractérisé en ce que les éléments d'armature (20) sont réalisés en une seule pièce à l'intérieur du corps isolant (10) et s'étendent en zigzag au travers de ce corps isolant (10).
11. Elément de construction selon l'une des revendications 1 à 10, caractérisé en ce que les éléments d'armature (20) sont coulés, enfoncés ou susceptibles d'être enfoncés dans le corps isolant (10).
12. Elément de construction selon l'une des revendications 1 à 11, caractérisé en ce que les éléments de compression (30) sont répartis, à intervalles, en direction de la longueur du corps isolant (10).
13. Elément de construction selon l'une des revendications 1 à 12, caractérisé en ce que les éléments de compression sont constitués par des sections de tubes (31 ) ou des profilés angulaires métalliques (32), éventuellement avec des plaques de tête et de pied sur leurs côtés frontaux.
14. Elément de construction selon l'une des revendications 1 à 13, caractérisé en ce que les éléments de compression (30) sont constitués sous forme de sections de profilés en I qui sont disposées en direction longitudinale du corps isolant et sont éventuellement munies de saillies disposées transversalement par rapport à celui-ci.
15. Elément de construction selon l'une des revendications 1 à 14, caractérisé en ce que des espaces creux sont prévus dans le corps isolant, ou bien en ce que les éléments de compression (30) peuvent être remplis de béton lors de la mise en place de l'élément de construction (1 ).
16. Elément de construction selon l'une des revendications 1 à 13, caractérisé en ce que les éléments de compression (30) sont constitués par des tampons de béton enfoncés ou coulés dans le corps isolant (10).
17. Elément selon l'une des revendications 1 à 16, caractérisé en ce que les éléments de compression (30) n'occupent qu'une faible partie de la surface en section transversale du corps isolant (10) et sont disposés dans la partie inférieure de celui-ci.
18. Elément de construction selon l'une des revendications 1 à 17, caractérisé en ce que le corps isolant (10) est constitué par au moins un élément de construction préfabriqué et comprenant des évidements réalisés à l'avance et destinés à la réception du ou des éléments d'armature (20).
EP81100964A 1980-02-14 1981-02-11 Elément de construction pour l'isolation thermique de bâtiments Expired EP0034332B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AT81100964T ATE3999T1 (de) 1980-02-14 1981-02-11 Bauelement zur waermedaemmung bei gebaeuden.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE3005571 1980-02-14
DE3005571A DE3005571C2 (de) 1980-02-14 1980-02-14 Bauelement zur Wärmedämmung bei Gebäuden

Publications (3)

Publication Number Publication Date
EP0034332A2 EP0034332A2 (fr) 1981-08-26
EP0034332A3 EP0034332A3 (en) 1981-10-28
EP0034332B1 true EP0034332B1 (fr) 1983-06-29

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Family Applications (1)

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EP81100964A Expired EP0034332B1 (fr) 1980-02-14 1981-02-11 Elément de construction pour l'isolation thermique de bâtiments

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EP (1) EP0034332B1 (fr)
AT (1) ATE3999T1 (fr)
DE (1) DE3005571C2 (fr)

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PL207113B1 (pl) * 2001-01-23 2010-11-30 Schoeck Entwicklungsgmbh Element konstrukcyjny do izolacji cieplnej
PL208285B1 (pl) * 2001-01-23 2011-04-29 Schoeck Entwicklungsgesellschaft Mbh Element konstrukcyjny do izolacji cieplnej
BG64925B1 (bg) * 2003-11-11 2006-09-29 Момчил ЯКИМОВ Устройство за прекъсване на топлинните мостове в стоманобетонни плочи
DE102004020914B4 (de) 2004-04-28 2008-05-29 Max Frank Gmbh & Co Kg Kragplattenanschlusselement
DE102007056508B4 (de) 2007-11-22 2010-11-25 Bs Ingenieure Ag Anschlusselement, Einsatzteil sowie Kartusche
PL2080841T3 (pl) 2008-01-18 2015-08-31 Peikko Group Oy Element łączący płyty wspornikowe
DE102008002899A1 (de) 2008-06-19 2009-12-31 Simon Kropmeier Bauelement mit Edelstahlträger
CH701796A2 (de) 2009-09-10 2011-03-15 Debrunner Koenig Man Ag Bewehrungselement zur Verlegung in Betonbauteile.
PL2354343T3 (pl) 2010-02-10 2014-12-31 Ruwa Drahtschweisswerk Ag Element łączący płyty wspornikowej / elementy ściskane
CH702671A8 (de) * 2010-02-10 2011-10-14 Bossard & Staerkle Ag Kragplattenanschlusselement.
DE102010016096B3 (de) * 2010-03-23 2011-06-16 Max Frank Gmbh & Co. Kg Kragplattenanschlusselement
DE102011109959A1 (de) 2011-08-11 2013-02-14 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
DE102011054275A1 (de) 2011-10-07 2013-04-11 Max Frank Gmbh & Co Kg Kragplattenanschlusselement
DE102011056967A1 (de) 2011-12-23 2013-06-27 Max Frank Gmbh & Co. Kg Plattenanschlusselement
DE102014113662A1 (de) 2014-09-22 2016-03-24 Max Frank Gmbh & Co. Kg Anschlusselement
DE202016103344U1 (de) 2016-06-23 2016-08-01 Max Frank Gmbh & Co. Kg Anschlusselement für lasteinleitende Bauteile
DE202016103345U1 (de) 2016-06-23 2016-08-01 Max Frank Gmbh & Co. Kg Anschlusselement für lasteinleitende Bauteile
DE102019118363B4 (de) 2019-07-08 2021-07-15 Max Frank Gmbh & Co. Kg Anordnung zum Verbinden eines Bauwerkteils mit einem dem Bauwerkteil vorgelagerten Stahl-Außenteil
DE102019133997A1 (de) 2019-12-11 2021-06-17 Max Frank Gmbh & Co. Kg Anordnung zum Verbinden eines Bauwerkteils mit einem dem Bauwerkteil vorgelagerten Außenteil

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DE1459931A1 (de) * 1963-10-18 1968-11-21 Thermocrete Ets Waermebrueckenfreier Anschluss einer Schwerbetondecke an eine Wand aus Thermocrete- oder waermedaemmenden Leichtbetonfertigteilen und Verfahren zu dessen Herstellung
US3702045A (en) * 1970-01-26 1972-11-07 Olav Selvaag Arrangement in or relating to a terrace floor and a method for the production of same
DE2501723A1 (de) * 1975-01-17 1976-07-22 Georg Haubner Isolierstofformsteine fuer betondeckenauflage
DE2854476A1 (de) * 1978-12-16 1980-07-03 Basf Ag Verfahren zum thermischen isolieren von gebaeudeteilen

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ATE3999T1 (de) 1983-07-15
EP0034332A2 (fr) 1981-08-26
DE3005571B1 (de) 1981-06-04
EP0034332A3 (en) 1981-10-28
DE3005571C2 (de) 1982-02-18

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