EP1612339B1 - Elément isolant thermique pour la construction - Google Patents

Elément isolant thermique pour la construction Download PDF

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Publication number
EP1612339B1
EP1612339B1 EP05017447A EP05017447A EP1612339B1 EP 1612339 B1 EP1612339 B1 EP 1612339B1 EP 05017447 A EP05017447 A EP 05017447A EP 05017447 A EP05017447 A EP 05017447A EP 1612339 B1 EP1612339 B1 EP 1612339B1
Authority
EP
European Patent Office
Prior art keywords
building element
components
element according
compression
pressure
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 - Lifetime
Application number
EP05017447A
Other languages
German (de)
English (en)
Other versions
EP1612339A2 (fr
EP1612339A3 (fr
Inventor
Harald Dr. Brasch
Gerhard Böckmann
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
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Filing date
Publication date
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Application filed by Schoeck Bauteile GmbH filed Critical Schoeck Bauteile GmbH
Publication of EP1612339A2 publication Critical patent/EP1612339A2/fr
Publication of EP1612339A3 publication Critical patent/EP1612339A3/fr
Application granted granted Critical
Publication of EP1612339B1 publication Critical patent/EP1612339B1/fr
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 present invention relates to a component for thermal insulation between two components to be concreted, in particular between a building and a projecting outer part with the features of the preamble of claim 1.
  • Such components are installed, for example, between a balcony and the associated floor ceiling to avoid a cold bridge in this area as far as possible, with reinforcing bars, which are connected to both components, ie to the balcony and the floor slab, traversing the insulator, for the necessary Transmission of the occurring tensile, transverse and compressive forces provide.
  • reinforcing bars which are connected to both components, ie to the balcony and the floor slab, traversing the insulator, for the necessary Transmission of the occurring tensile, transverse and compressive forces provide.
  • a disadvantage of the stainless steel reinforcing bars is in particular the high costs, especially if - as is the case with the printing elements - reinforcing elements with relatively large cross sections have to be used in order to achieve adequate load-bearing capacity.
  • the present invention has the object to provide a device for thermal insulation of the type mentioned above, the pressure elements are characterized by good thermal insulation properties, good corrosion resistance and low cost.
  • the pressure elements have contact profiles for the introduction of pressure force or pressure force discharge at their end faces facing the concrete components.
  • These contact profiles extend expediently parallel to the longitudinal extension of the insulating body and are plate-shaped with a concrete components facing vertical surface which corresponds in size at least the area enclosed by the pressure webs vertical cross-sectional area.
  • the contact profiles are to enable a large-scale introduction of pressure or -aus ein and this the compressive force to the contrast smaller cross-sectional area of the Pass on pressure bridges.
  • the contact profiles connect the at least two pressure ridges to form a profile body, so that the contact profiles can give the pressure ridges further stability.
  • the pressure bridges are connected to one another via a transverse strut crossing the cavity, which prevents the buckling of the pressure element not yet cured after the extrusion process in the region of the slender pressure webs.
  • the crossbar can be easily introduced by the extrusion process according to the invention in the printing elements, additional stability on the one hand and the thermal insulation on the other hand favoring constructive measures can be taken without much effort, which would be possible in the usual stainless steel pressure bearings hardly or only with disproportionately high effort.
  • the cavity is shielded by the contact profiles relative to the concrete components, so the pressure element to produce so that the cavity axis and thus the extrusion direction in the plane of the insulating horizontally in the direction of the longitudinal extent of the insulating body or extending perpendicular thereto in the vertical direction.
  • the pressure elements protrude at least in one of the two concrete components and anchored in this concrete component, in particular that the cavity on the projecting into the concrete component side of the pressure element may extend to the concrete component and only is shielded by the associated contact profile with respect to this concrete component. This also increases the length of the pressure ribs and thus of the thin-walled pressure element area and thus also improves the thermal insulation.
  • FIG. 2 is a component 1 for thermal insulation extracts shown, which is installed between a building A and a cantilevered outer part B and consists of a laid between the two components insulating body 2 and reinforcing elements in the form of a pressure element 3.
  • the device is extended upward and there carries tension rods and transverse force rods as known per se.
  • the pressure element 3 has two plate-shaped contact profiles 5, 6, which are arranged on the two concrete components A and B facing end faces of the pressure element 3 and extend parallel to the longitudinal extent of the insulating body.
  • the contact profiles 5, 6 are used for input and output of the pressure force, wherein the pressure force transmission through the joint between the two components by two pressure webs 7, 8 is provided, which accordingly run transversely through the longitudinal extent of the insulating body through this.
  • the two pressure webs 7, 8 enclose between them a cavity 9, which acts as an insulating element and for this purpose only has to be filled with air.
  • the pressure element 3 projects into the concrete component B in the region of the contact profile 6, the void volume or the length of the pressure webs can be increased, thus further optimizing the thermal insulation provided by the pressure element according to the invention.
  • the pressure element 23 differs from the pressure element 3 by the shape of the extrusion cross-section and by the installation orientation.
  • the pressure element 23 has two on the concrete components A, B facing end faces provided contact profiles 25, 26 and two extending between the two contact profiles pressure ridges 27, 28th
  • the contact profiles 25, 26 are not arranged plate-like parallel to the longitudinal extent of the insulating body, but instead are curved with a related to the horizontal section approximately circular arc-shaped outer shape.
  • a cross strut 30 connecting the two pressure webs is provided, which traverses the cavity 29 and divides it into two cavity halves 29a, 29b.
  • the pressure ribs 27, 28 are provided with concavely curved outer sides and the cavities 29a, 29b are in contrast convexly curved. In this way, the two pressure bridges in horizontal section approximately on a cup shape, which allows optimal pressure force transmission with minimal cross-sectional areas and thus optimum thermal insulation.
  • the convex outer shape of the contact profiles 25, 26 has the effect due to its convex profile that the pressure element can follow any temperature-related relative movements between the two concrete components by rotation or by rolling in the horizontal plane as a joint.
  • the pressure element has circular arc-shaped contact profiles and a continuously and without offset from the edges of the contact profiles passing gob-like outer shape, which tapers slowly to the center of the joint and then continuously widened again on the way to the opposite contact profile to there without overflow into the edges of the opposite contact profile.
  • This shape ensures optimum introduction of force from the balcony plate B in the pressure element, optimum pressure force transmission with reduced heat conduction through the joint and an optimal pressure force discharge into the building A.
  • the cross sections are designed so that they with the largest possible force introduction surface and slender Druckkraftübertragungsqueritessthesis mutual continuous transition yet kink-resistant, stable pressure element with - due to the small cross-sectional area - still give better thermal insulation, especially when used as a material for the pressure element concrete.
  • the present invention offers the advantage of an optimized printing element, which is easily provided with cavities due to the production by extrusion and thus can be produced in lightweight construction.
  • the result is a printing element with improved thermal insulation properties, better load capacity and at the same time low production costs.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
  • Insulated Conductors (AREA)
  • Macromolecular Compounds Obtained By Forming Nitrogen-Containing Linkages In General (AREA)

Claims (10)

  1. Elément de construction pour l'isolation thermique entre deux parties d'une construction, notamment entre un bâtiment (A) et une partie extérieure en saillie (B), constitué d'un corps isolant (2, 22) à disposer entre les deux parties de construction et pourvu au moins d'éléments de pression intégrés (3, 23) qui, dans l'état installé de l'élément de construction, s'étendent à travers le corps isolant essentiellement horizontalement et transversalement à l'étendue longitudinale essentiellement horizontale de ce dernier et peuvent être respectivement raccordés aux deux parties de construction, sachant que les éléments de pression (3, 23) sont fabriqués en béton de telle sorte qu'ils présentent au moins deux branches de pression (7, 8, 27, 28) s'étendant transversalement à l'étendue longitudinale du corps isolant (2, 22) à travers ce dernier, et sachant que les éléments de pression (3, 23, 33a, 33b) présentent, sur leurs côtés frontaux tournés vers les parties de construction (A, B), des profilés de contact (5, 6, 25, 26, 43, 44) pour l'introduction et/ou l'évacuation de la force de pression,
    caractérisé en ce qu'il est chaque fois prévu dans les éléments de pression, entre les branches de pression, au moins un élément isolant (9, 29) sous la forme d'une cavité protégée par rapport aux parties de construction (A, B), et en ce que la cavité (9, 29) est protégée par rapport aux parties de construction (A, B) par les profilés de contact (5, 6, 25, 26).
  2. Elément de construction selon la revendication 1, caractérisé en ce que les éléments de pression (3, 23) sont des éléments de pression extrudés en béton.
  3. Elément de construction selon la revendication 1, caractérisé en ce que les profilés de contact (5, 6) s'étendent parallèlement à l'étendue longitudinale du corps isolant (2, 22) et sont configurés en forme de plaques.
  4. Elément de construction selon la revendication 1, caractérisé en ce que les profilés de contact (25, 26, 43, 44) sont réalisés voûtés en arc de cercle en coupe horizontale et dépassent dans les parties de construction (A, B) par leur région voûtée.
  5. Elément de construction selon l'une des revendications précédentes 1, 3 ou 4, caractérisé en ce que la taille de la face verticale des profilés de contact (5, 6, 25, 26) qui est tournée vers les parties de construction (A, B) correspond au moins à l'aire de section verticale délimitée par les branches de pression (7, 8, 27, 28).
  6. Elément de construction selon au moins la revendication 1, caractérisé en ce que les profilés de contact (5, 6, 25, 26) relient les au moins deux branches de pression (7, 8, 27, 28) en un corps profilé.
  7. Elément de construction selon au moins la revendication 1, caractérisé en ce que les branches de pression (27, 28) sont mutuellement reliées par l'intermédiaire d'une entretoise (30) traversant la cavité (29).
  8. Elément de construction selon au moins l'une des revendications précédentes, caractérisé en ce que les éléments de pression (3, 23, 43, 44) dépassent au moins dans une des parties de construction (A, B) et sont ancrés dans celle-ci.
  9. Elément de construction selon au moins la revendication 1, caractérisé en ce que la cavité (9, 9a, 9b) s'étend, sur le côté de l'élément de pression (3) dépassant dans la partie de construction (B), environ jusqu'à la partie de construction (B) et est protégée par rapport à celle-ci par le profilé de contact associé (6).
  10. Elément de construction selon au moins l'une des revendications précédentes, caractérisé en ce que les éléments de pression (3, 23, 43, 44) sont fabriqués en béton à haute résistance avec notamment une armature de fibres.
EP05017447A 2001-01-23 2002-01-04 Elément isolant thermique pour la construction Expired - Lifetime EP1612339B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10102931A DE10102931A1 (de) 2001-01-23 2001-01-23 Bauelement zur Wärmedämmung
EP02000345A EP1225282B1 (fr) 2001-01-23 2002-01-04 Elément isolant thérmique pour la construction

Related Parent Applications (2)

Application Number Title Priority Date Filing Date
EP02000345.5 Division 2002-01-04
EP02000345A Division EP1225282B1 (fr) 2001-01-23 2002-01-04 Elément isolant thérmique pour la construction

Publications (3)

Publication Number Publication Date
EP1612339A2 EP1612339A2 (fr) 2006-01-04
EP1612339A3 EP1612339A3 (fr) 2008-01-23
EP1612339B1 true EP1612339B1 (fr) 2010-07-28

Family

ID=7671473

Family Applications (2)

Application Number Title Priority Date Filing Date
EP05017447A Expired - Lifetime EP1612339B1 (fr) 2001-01-23 2002-01-04 Elément isolant thermique pour la construction
EP02000345A Expired - Lifetime EP1225282B1 (fr) 2001-01-23 2002-01-04 Elément isolant thérmique pour la construction

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP02000345A Expired - Lifetime EP1225282B1 (fr) 2001-01-23 2002-01-04 Elément isolant thérmique pour la construction

Country Status (5)

Country Link
EP (2) EP1612339B1 (fr)
AT (2) ATE333011T1 (fr)
DE (3) DE10102931A1 (fr)
DK (1) DK1225282T3 (fr)
ES (1) ES2267870T3 (fr)

Families Citing this family (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102004020914B4 (de) * 2004-04-28 2008-05-29 Max Frank Gmbh & Co Kg Kragplattenanschlusselement
DE102007014922A1 (de) 2007-03-22 2008-09-25 Bert Kolpatzik Druckelement eines Bauelementes zur Wärmedämmung
DE102007014923A1 (de) * 2007-03-22 2008-09-25 Bert Kolpatzik Druckelement eines Bauelementes zur Wärmedämmung
DE102007056508B4 (de) * 2007-11-22 2010-11-25 Bs Ingenieure Ag Anschlusselement, Einsatzteil sowie Kartusche
DE102008029701A1 (de) 2008-06-24 2009-12-31 Schöck Bauteile GmbH Bauelement zur Wärmedämmung und Dämmmaterial für Bauanwendungen
EP2354343B1 (fr) 2010-02-10 2014-07-23 SPAETER Zug AG Elément de raccordement de dalles en console / éléments de pression
CH702671A8 (de) * 2010-02-10 2011-10-14 Bossard & Staerkle Ag Kragplattenanschlusselement.
AT510798B1 (de) * 2010-11-30 2012-12-15 Avi Alpenlaendische Vered Einrichtung zum anschliessen von stahlbetonplatten an eine wand- oder deckenkonstruktion aus stahlbeton
JP2014527129A (ja) 2011-08-11 2014-10-09 シェック・バウタイレ・ゲー・エム・ベー・ハー 断熱用構造要素
DE102011109962A1 (de) 2011-08-11 2013-02-14 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
DE102011109958A1 (de) 2011-08-11 2013-02-14 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
DE102011109959A1 (de) 2011-08-11 2013-02-14 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
DE102011122589A1 (de) 2011-12-30 2013-07-04 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
DE102012103776A1 (de) 2012-04-27 2013-10-31 Rainer Eger Drucklager, Bauelement und Verfahren zur Herstellung des Bauelements
DE202012101586U1 (de) 2012-04-27 2013-07-30 Rainer Eger Drucklager und Bauelement
DE102012012912A1 (de) 2012-06-29 2014-04-10 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
PL2937481T3 (pl) * 2014-04-24 2018-01-31 Halfen Gmbh Termoizolacyjny element budowlany
DE102016106032A1 (de) * 2016-04-01 2017-10-05 Schöck Bauteile GmbH Anschlussbauteil zur Wärmeentkopplung von vertikal verbundenen Gebäudeteilen
PL3385462T3 (pl) * 2017-04-05 2020-11-16 Halfen Gmbh Termoizolacyjny element budowlany
DE102017118745A1 (de) 2017-08-17 2019-04-11 Schöck Bauteile GmbH Bauelement zur Wärmedämmung

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3116381C2 (de) 1981-04-24 1983-04-28 Eberhard Ing. Schöck (grad.), 7570 Baden-Baden Druckelement in einem wärmedämmenden Fertigbauteil für vorkragende Gebäudeteile
DE3309254A1 (de) * 1983-03-15 1984-10-04 Manfred Dierichs Druckelement in einem waermedaemmenden bauteil fuer vorkragende gebaeudeteile
CH666932A5 (de) * 1987-02-19 1988-08-31 Bau Box Ewiag Zug- oder druckstab zur verbindung zweier betonteile.
DE19627342B4 (de) * 1996-06-29 2006-06-22 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
DE19638538A1 (de) * 1996-09-20 1998-03-26 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung
DE19711813C2 (de) * 1997-03-21 2000-03-09 Fraunhofer Ges Forschung Thermisch isolierendes Bauelement

Also Published As

Publication number Publication date
DE10102931A1 (de) 2002-07-25
DE50214558D1 (de) 2010-09-09
ES2267870T3 (es) 2007-03-16
ATE475751T1 (de) 2010-08-15
DE50207459D1 (de) 2006-08-24
EP1225282A3 (fr) 2003-06-11
EP1612339A2 (fr) 2006-01-04
DK1225282T3 (da) 2006-11-13
EP1225282B1 (fr) 2006-07-12
EP1225282A2 (fr) 2002-07-24
ATE333011T1 (de) 2006-08-15
EP1612339A3 (fr) 2008-01-23

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