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EP1832690B1 - Elément de construction pour isolation thermique - Google Patents

Elément de construction pour isolation thermique Download PDF

Info

Publication number
EP1832690B1
EP1832690B1 EP07000846A EP07000846A EP1832690B1 EP 1832690 B1 EP1832690 B1 EP 1832690B1 EP 07000846 A EP07000846 A EP 07000846A EP 07000846 A EP07000846 A EP 07000846A EP 1832690 B1 EP1832690 B1 EP 1832690B1
Authority
EP
European Patent Office
Prior art keywords
insulating member
elements
structural element
disposed
force elements
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
EP07000846A
Other languages
German (de)
English (en)
Other versions
EP1832690A3 (fr
EP1832690A2 (fr
Inventor
Hubert Fritschi
Yasufumi Tobishima
Noboru Ishii
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.)
Schoeck Bauteile GmbH
Original Assignee
Schoeck Bauteile GmbH
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 Schoeck Bauteile GmbH filed Critical Schoeck Bauteile GmbH
Priority to SI200730011T priority Critical patent/SI1832690T1/sl
Publication of EP1832690A2 publication Critical patent/EP1832690A2/fr
Publication of EP1832690A3 publication Critical patent/EP1832690A3/fr
Application granted granted Critical
Publication of EP1832690B1 publication Critical patent/EP1832690B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/003—Balconies; Decks
    • E04B1/0038—Anchoring devices specially adapted therefor with means for preventing cold bridging

Definitions

  • the invention relates to a component for thermal insulation between two parts of the building, in particular between a building ceiling or wall and a projecting towards the building component, such as a balcony, at least consisting of an insulating body and the insulating body passing through and connected to both components reinforcing elements, as Reinforcing elements arranged at least in the upper region of the insulating body and in relation to the insulating body in particular horizontally projecting tensile elements and arranged in the lower region of the insulating pressure force elements are provided, such as in EP-834,622.
  • the well-known components for thermal insulation must be able to accommodate additional dynamic loads that are so far hardly or not at the center of the usual requirements.
  • the device for thermal insulation to carry projecting balcony slabs and to design so that it can absorb their own weight forces and externally acting on the balcony slab forces and moments, then now acting in the opposite direction forces and moments are added, for example, by the fact that the the component adjacent components accelerated to different degrees by the earthquake shocks and, for example, be pulled apart; or the cantilever component is exposed against the direction of action of the weight of a vertically acting force or moment component due to a tilting movement, the commonly used pressure rods in the lower Isolier Sciences Symposium and tension rods in the upper Isolier Sciences Symposium not withstand alone.
  • the present invention seeks to provide a device for thermal insulation of the type mentioned above, which allows using the conventional components targeted and only piecewise enlargement of the number of reinforcing elements and thus a static and dynamic oversizing of the reinforcing elements on the one hand and on the other hand avoids an increase in the thermal insulation properties enlargement of the cross-sectional areas of extending between the two adjacent components reinforcing elements.
  • the aligned adjacent further insulating body only needs the said further traction elements in order to absorb tensile forces occurring in the lower Isolier Sciences Kunststoff at earthquake loads, which can not be collected or transmitted over the pressure in this area normally existing compressive force elements and transverse force rods.
  • the traction elements arranged in the conventional insulating body act in the earthquake case also for the transmission of pressure in the region of the upper half of the insulating body and / or for the transverse force transmission.
  • the other insulating body except the other traction elements have no further reinforcing elements.
  • the further traction elements are expediently rod-shaped in a manner known per se and protrude outward beyond the further insulating body in order to extend far into the adjacent components and to be adequately anchored in them.
  • the further traction elements may also have at least at one end face a plate-shaped force introduction profile, which extends in particular substantially in the vertical plane parallel to the Isolierrajebene.
  • the necessary force introduction region is significantly shortened, which is advantageous there, for example, if further components such as supports, etc. are present in the installation area provided for the further traction elements, into which the further traction elements may not extend.
  • the further insulating body advantageously has two further traction elements arranged side by side with a horizontal spacing.
  • the further insulating body is equipped with only two other traction elements, but thereby still sufficiently dimensioned for the tasks assigned to it.
  • FIG. 1 an inventive element for thermal insulation 1 is shown, which consists of a combination of two conventional components for thermal insulation 2 with an intended for earthquake loads component for thermal insulation 3.
  • the conventional components 2 have an insulating body 12 and reinforcing elements, which are associated with the insulating body 12 and extend through this in a plane extending substantially perpendicular to its longitudinal extent, but only partially protrude from the insulating body 12.
  • reinforcing elements are in the embodiment of FIG. 1 in the conventional components 2 upper horizontally extending tie rods 4, lower approximately flush with the insulator final thrust bearing 5 and obliquely from top to bottom through the insulator extending and bent outside of this insulator in the horizontal direction transverse force rods 6 are provided.
  • These conventional reinforcing elements are - as out FIG. 1 it can be seen - accordingly arranged a predetermined and adaptable to the respective loads grid or adapted grid.
  • the insulating body of such a thermal insulation component 2 is usually divided in the horizontal direction in the region of the reinforcing elements in order to facilitate the mounting or positioning of the reinforcing elements.
  • a further insulating body 14 is arranged, which extends in the vertical plane of the adjacent insulating body 12 flush with these and for receiving earthquake loads only in the lower Isolier Sciences Hoch extending further traction elements 15 which are parallel to the tensile bars 4th the conventional components 2, but run in a lower height section.
  • FIG. 2 shows a schematic front view of parts of the conventional components for thermal insulation 2 and the interposed therebetween further insulating body 14 with the other traction elements 15, the further insulating body and the other traction elements form the extra provided for seismic load component for thermal insulation.
  • FIG. 2 It can be seen how adjacent to this component for seismic loads, the reinforcing elements in the form of tensile bars 4, transverse force bars 5 and compressive force elements 5 are provided. While the compressive force element 5 can assume no or hardly any other function for the particular additional earthquake loads, in particular the traction elements 4 serve to absorb pressure and shear force components occurring in the event of an earthquake. This is mathematically limited at least to the adjacent to this device for earthquake loads 3 arranged tension rods.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Insulated Conductors (AREA)
  • Macromolecular Compounds Obtained By Forming Nitrogen-Containing Linkages In General (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Claims (9)

  1. Elément de construction pour assurer l'isolation thermique entre deux parties de bâtiment, notamment entre un plafond d'ouvrage et une partie structurelle en saillie vis-à-vis du bâtiment, telle qu'un balcon par exemple, comprenant au moins un corps isolant (12, 14) et des éléments d'armature (4, 5, 6, 15) traversant ledit corps isolant et se rattachant respectivement aux deux parties structurelles, lesdits éléments d'armature se présentant comme des éléments (4) à forces de traction qui sont disposés au moins dans la région supérieure du corps isolant (12) et font notamment saillie dans le sens horizontal vis-à-vis dudit corps isolant, et comme des éléments (5) à forces de pression qui sont disposés dans la région inférieure dudit corps isolant,
    caractérisé par le fait
    qu'au moins un corps isolant (14) supplémentaire, situé dans l'alignement du corps isolant (12), occupe une position horizontalement voisine de ce dernier ; et par le fait que ledit corps isolant supplémentaire présente, dans la zone de sa moitié inférieure, des éléments supplémentaires (15) à forces de traction prévus pour des contraintes séismiques et faisant saillie, dans le sens horizontal, vis-à-vis des corps isolants.
  2. Elément de construction selon au moins la revendication 1,
    caractérisé par le fait
    que les éléments (4) à forces de traction, intégrés dans le corps isolant (12), ont pour fonction de répercuter des forces de pression en cas de séisme.
  3. Elément de construction selon au moins l'une des revendications précédentes,
    caractérisé par le fait
    que les éléments à forces de traction, intégrés dans le corps isolant (12), ont pour fonction de répercuter des forces transversales en cas de séisme.
  4. Elément de construction selon au moins l'une des revendications précédentes,
    caractérisé par le fait
    que le corps isolant (12) est additionnellement pourvu de barreaux (6) à forces transversales, remplissant la fonction d'éléments d'armature.
  5. Elément de construction selon au moins l'une des revendications précédentes,
    caractérisé par le fait
    que les éléments supplémentaires (15) à forces de traction sont réalisés sous la forme de barreaux.
  6. Elément de construction selon au moins l'une des revendications précédentes,
    caractérisé par le fait
    que les éléments supplémentaires à forces de traction comportent, au moins à une extrémité frontale, un profil d'induction de forces qui revêt la forme d'une plaque et s'étend en particulier, pour l'essentiel, dans un plan vertical parallèlement au plan du corps isolant.
  7. Elément de construction selon au moins l'une des revendications précédentes,
    caractérisé par le fait
    que les éléments (5) à forces de pression, intégrés dans le corps isolant (12), s'étendent pour l'essentiel dans l'affleurement des faces extérieures dudit corps isolant (12).
  8. Elément de construction selon au moins l'une des revendications précédentes,
    caractérisé par le fait
    que le corps isolant (14) supplémentaire présente deux éléments supplémentaires (15) à forces de traction, agencés en juxtaposition avec espacement horizontal.
  9. Elément de construction selon au moins l'une des revendications précédentes,
    caractérisé par le fait
    qu'un second corps isolant (2), à éléments intégrés (4, 5) à forces de traction et à forces de pression, est situé dans l'alignement du corps isolant (14) supplémentaire et occupe une position horizontalement voisine de ce dernier.
EP07000846A 2006-03-09 2007-01-17 Elément de construction pour isolation thermique Active EP1832690B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SI200730011T SI1832690T1 (sl) 2006-03-09 2007-01-17 Gradbeni element za toplotno izolacijo

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE102006011336A DE102006011336A1 (de) 2006-03-09 2006-03-09 Bauelement zur Wärmedämmung

Publications (3)

Publication Number Publication Date
EP1832690A2 EP1832690A2 (fr) 2007-09-12
EP1832690A3 EP1832690A3 (fr) 2007-11-21
EP1832690B1 true EP1832690B1 (fr) 2008-11-12

Family

ID=38336087

Family Applications (1)

Application Number Title Priority Date Filing Date
EP07000846A Active EP1832690B1 (fr) 2006-03-09 2007-01-17 Elément de construction pour isolation thermique

Country Status (8)

Country Link
US (1) US20080010913A1 (fr)
EP (1) EP1832690B1 (fr)
JP (1) JP4621224B2 (fr)
AT (1) ATE414201T1 (fr)
CA (1) CA2578271C (fr)
DE (2) DE102006011336A1 (fr)
RU (1) RU2402659C2 (fr)
SI (1) SI1832690T1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3309312A1 (fr) 2016-10-14 2018-04-18 Lesage Developpement S.A.S. Procédé de fabrication d'un balcon et balcon obtenu
FR3158753A1 (fr) 2024-01-30 2025-08-01 Leviat Ag Ouvrage de construction et élément de construction thermo-isolant

Families Citing this family (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH701351A1 (de) * 2009-06-24 2010-12-31 Stefan Schweizer Kragplattenanschlusselement.
EP2653625B1 (fr) * 2012-04-20 2018-11-21 HALFEN GmbH Composant à isolation thermique
US10787809B2 (en) * 2015-03-23 2020-09-29 Jk Worldwide Enterprises Inc. Thermal break for use in construction
DE102015109887A1 (de) * 2015-06-19 2016-12-22 Schöck Bauteile GmbH Wärmedämmsystem zur vertikalen, lastabtragenden Verbindung von aus Beton zu erstellenden Gebäudeteilen
BE1023959B1 (nl) * 2016-03-17 2017-09-22 Plakabeton Nv Brandwerend constructie-element voor het realiseren van een verbinding tussen thermisch geisoleerde delen van een gebouw
DE102016124736A1 (de) * 2016-12-19 2018-06-21 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
EP3385462B1 (fr) * 2017-04-05 2020-03-04 HALFEN GmbH Composant à isolation thermique
GB201819196D0 (en) 2018-11-26 2019-01-09 Ancon Ltd Building element, system and method
EP3816840A1 (fr) * 2019-10-31 2021-05-05 Schöck Bauteile GmbH Procédé et dispositif de sélection et de positionnement assistés par ordinateur d'éléments de raccordement pour partie en béton
DE202021000466U1 (de) * 2021-02-01 2021-04-22 Halfen Gmbh Einrichtung zur nachträglichen thermisch isolierenden, kraftübertragenden Anbindung eines zweiten lastaufnehmenden Bauwerksteils an ein erstes lastaufnehmendes Bauwerksteil und Bauwerk mit einer solchen Einrichtung
DE202021101776U1 (de) * 2021-04-01 2021-04-19 Halfen Gmbh Einrichtung zur nachträglichen thermisch isolierenden, kraftübertragenden Anbindung eines zweiten lastaufnehmenden Bauwerksteils an ein erstes lastaufnehmendes Bauwerksteil und Bauwerk mit einer solchen Einrichtung
US20230160207A1 (en) * 2021-11-19 2023-05-25 Stella Nuva Corporation Thermal break product and solution

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Publication number Priority date Publication date Assignee Title
US4676035A (en) * 1986-03-27 1987-06-30 Home Crafts Corporation Reinforced concrete panels with improved welded joint
CH678204A5 (fr) * 1989-03-20 1991-08-15 Egco Ag
AT395622B (de) * 1989-06-05 1993-02-25 Josef Fuhs Bewehrung fuer den anschluss einer balkonplatte
JPH0713169Y2 (ja) * 1990-03-27 1995-03-29 ウシオ電機株式会社 ショートアーク型放電灯
DE9409322U1 (de) * 1994-06-09 1995-10-12 Dausend, Hans-Werner, 42289 Wuppertal Kragplattenanschlußelement
DE19640652A1 (de) * 1996-10-02 1998-04-09 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung
DE19652165C2 (de) * 1996-12-05 1999-06-17 Syspro Gruppe Betonbauteile E Fertigbauteil für eine auskragende Balkonplatte
ATE217664T1 (de) * 1997-02-28 2006-06-15 Johannes Bucher Anschlusselement mit einem dämmkörper
AT408675B (de) * 1999-02-12 2002-02-25 Avi Alpenlaendische Vered Einrichtung zum anschliessen von kragplatten an eine wand- oder deckenkonstruktion
DE29903589U1 (de) * 1999-02-26 1999-05-20 Schöck Bauteile GmbH, 76534 Baden-Baden Bauelement zur Wärmedämmung
DE102005040170A1 (de) * 2005-08-25 2007-03-01 Schöck Bauteile GmbH Bauelement zur Wärme- und/oder Schalldämmung
JP3121654U (ja) * 2006-02-16 2006-05-25 株式会社テスク 片持ち支持バルコニー構築用ｚ筋パネル、及びバルコニーを備えた外壁構造

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP3309312A1 (fr) 2016-10-14 2018-04-18 Lesage Developpement S.A.S. Procédé de fabrication d'un balcon et balcon obtenu
FR3158753A1 (fr) 2024-01-30 2025-08-01 Leviat Ag Ouvrage de construction et élément de construction thermo-isolant

Also Published As

Publication number Publication date
RU2402659C2 (ru) 2010-10-27
DE502007000227D1 (de) 2008-12-24
RU2007105819A (ru) 2008-08-27
US20080010913A1 (en) 2008-01-17
JP2007239450A (ja) 2007-09-20
DE102006011336A1 (de) 2007-09-13
SI1832690T1 (sl) 2009-02-28
JP4621224B2 (ja) 2011-01-26
CA2578271A1 (fr) 2007-09-09
ATE414201T1 (de) 2008-11-15
CA2578271C (fr) 2013-09-10
EP1832690A3 (fr) 2007-11-21
EP1832690A2 (fr) 2007-09-12

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