EP1225282A2 - Elément isolant thérmique pour la construction - Google Patents

Elément isolant thérmique pour la construction Download PDF

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Publication number
EP1225282A2
EP1225282A2 EP02000345A EP02000345A EP1225282A2 EP 1225282 A2 EP1225282 A2 EP 1225282A2 EP 02000345 A EP02000345 A EP 02000345A EP 02000345 A EP02000345 A EP 02000345A EP 1225282 A2 EP1225282 A2 EP 1225282A2
Authority
EP
European Patent Office
Prior art keywords
pressure
component
component according
concrete
components
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
EP02000345A
Other languages
German (de)
English (en)
Other versions
EP1225282A3 (fr
EP1225282B1 (fr
Inventor
Harald. 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
Schock Entwicklungsgesellschaft Mbh
SCHOECK ENTWICKLUNGSGMBH
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=7671473&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP1225282(A2) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Schock Entwicklungsgesellschaft Mbh, SCHOECK ENTWICKLUNGSGMBH, Schoeck Bauteile GmbH filed Critical Schock Entwicklungsgesellschaft Mbh
Priority to EP05017447A priority Critical patent/EP1612339B1/fr
Priority to PL351808A priority patent/PL208285B1/pl
Priority to CZ2002-281A priority patent/CZ304194B6/cs
Publication of EP1225282A2 publication Critical patent/EP1225282A2/fr
Publication of EP1225282A3 publication Critical patent/EP1225282A3/fr
Application granted granted Critical
Publication of EP1225282B1 publication Critical patent/EP1225282B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime 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
    • E04B1/003—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 protruding outer part, consisting of one to be installed in between Insulating body with at least integrated pressure elements that are built in State of the component essentially horizontal and transverse to the substantially horizontal longitudinal extent of the insulating body through this run and can be connected to both components.
  • Such components are, for example, between a balcony and the associated floor ceiling installed to a cold bridge in this area as far as possible to avoid reinforcement bars attached to both components, So on the balcony and on the floor ceiling, by crossing the insulating body are connected, for the necessary transmission of the occurring train, Ensure lateral and compressive forces.
  • these reinforcement elements exist in the joint area made of stainless steel, sufficient protection against corrosion offers and on the other hand also has good thermal insulation properties.
  • a disadvantage of the stainless steel reinforcement bars is the high ones Costs, especially if - as is the case with the printing elements - for Achieving a sufficient load-bearing capacity with relative reinforcement elements large cross sections must be used.
  • the present invention is based on the object a component for thermal insulation of the type mentioned is available to provide, whose pressure elements are characterized by good thermal insulation properties, good corrosion resistance and low cost.
  • the pressure elements are made of concrete in such a way that they are at least two transverse to the longitudinal extent of the insulating body through these pressure bars and between the pressure bars at least one insulating element in the form of an opposite the concrete components have a shielded cavity.
  • the lightweight construction is favored by the fact that the pressure elements on their Contact profiles for the introduction of pressure force to the end faces facing the concrete components or have pressure force discharge.
  • These contact profiles extend expediently parallel to the longitudinal extent of the insulating body and are plate-shaped with a vertical facing the concrete components Area at least the size of the area enclosed by the webs Vertical cross-sectional area corresponds. In other words, they should Contact profiles enable a large-area introduction or discharge of pressure and the compressive force on the smaller cross-sectional area pass on the pressure bars. So that the pressure bars of the pressure force better Hold up, the contact profiles connect the at least two pressure bars a profile body, so that the contact profiles give the pressure bars further stability can lend.
  • the pressure bars connected to each other via a cross strut crossing the cavity are the buckling of the not yet hardened after the extrusion process Prevents pressure element in the area of the slim pressure bars. So how the cross strut can be easily handled by the extrusion process according to the invention can be introduced into the printing elements, without much effort additional stability on the one hand and thermal insulation on the other Favorable constructive measures are taken, which in the usual Stainless steel thrust bearings hardly or only with disproportionately high effort it is possible.
  • the cavity face through the contact profiles the concrete components are shielded, i.e. to manufacture the pressure element in such a way that the cavity axis and thus the extrusion direction in the plane of the Insulating body horizontally in the direction of the longitudinal extent of the insulating body or extends perpendicularly to it in the vertical direction.
  • the Pressure elements protrude at least into one of the two concrete components and in this concrete component are anchored, in particular that the cavity on the side of the pressure element projecting into the concrete component approximately to Concrete component can extend and only through the associated contact profile is shielded from this concrete component. This increases it also the length of the pressure bars and thus the thin-walled pressure element area and thus the thermal insulation also improves.
  • the object stated at the outset can also be achieved by a further embodiment with the features of the preamble of claim 1 solve by using pressure elements made of concrete by casting a lost mold are made.
  • cast concrete pressure elements to use can be in almost any shape - compared to extrusion - bring even greater variety, so that the concrete pressure element can really be adapted to all requirements. Above all, these requirements are in a relatively large force application area and a relatively small cross-sectional area in the area within the insulating body.
  • the small cross-sectional area can be curved on the one hand especially concave type of the pressure element top and on the other hand also by waisting the pressure elements based on a horizontal cut to reach.
  • a key benefit of lost by casting using Mold made concrete pressure elements is that you have the concrete pressure elements can be built into the component together with the casting mold and so it also provides an all-round sliding layer for the concrete pressure element or built in, which ensures that the concrete pressure element according to the invention any Relative movements of the two adjacent concrete components without any problems - and "sliding" - can follow; this leads to the important advantage that such Relative movements are no longer associated with significant noise are, when using conventional printing elements due to static friction not between the pressure element and the adjacent concrete component were prevent.
  • the mold can be made of plastic, which ensures that the concrete pressure element always with a flat and smooth outer surface is in contact with the adjacent concrete component, regardless of whether it is in the mold filled concrete material. Even if this is so grainy or is fibrous, the outer surface formed by the casting mold remains flat and smooth.
  • front contact profiles in vertical longitudinal section be concave in particular so that the concrete thrust bearing too even after setting the adjacent concrete components despite the then taken slight inclination an optimal system to the adjacent Has concrete component by the concave curved area at the vertical Settling movement rolls on the concrete component and thus an articulated connection between the concrete pressure element and the adjacent concrete component Provides.
  • the production of the concrete pressure element by casting can be done, for example also take advantage of two horizontally adjacent pressure elements in one Mold and to connect to each other via a connection area, so that the double pressure element thus provided between can have a heat-insulating cavity. Overall leaves this design extrudes a reference to the aforementioned Design with two pressure bars and provided between the pressure bars Create cavity with all its advantages.
  • FIG. 2 shows an extract of a component 1 for thermal insulation, installed between a building A and a cantilevered outer part B. is and from an insulating body 2 and Reinforcement elements in the form of a pressure element 3.
  • the component is extended upwards and carries tension and shear bars there as known per se.
  • the pressure element 3 has two plate-shaped contact profiles 5, 6 which the end faces of the pressure element facing the two concrete components A and B. 3 are arranged and parallel to the longitudinal extent of the insulating body run.
  • the contact profiles 5, 6 are used for introducing or discharging the Pressure force, the pressure force transmission through the joint between the two Components is provided by two pressure bars 7, 8, accordingly run through the insulating body transversely to the longitudinal extent thereof.
  • the two pressure webs 7, 8 enclose between them a cavity 9 which acts as an insulating element and only needs to be filled with air.
  • the pressure element 3 in the concrete component B in the region of the contact profile 6 protrudes, the void volume or the length of the Increase pressure bars and thus the pressure element according to the invention further optimize the thermal insulation provided.
  • FIGS. 3 and 4 show a component 21 for thermal insulation, whose pressure element 23 differs from the pressure element 3 due to the shape of the extrusion cross section and differentiated 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 themselves pressure webs 27, 28 extending between the two contact profiles.
  • the contact profiles 25, 26 not like a plate parallel to the longitudinal extent of the insulating body are arranged, but instead are arched with a based on the horizontal section approximately circular arc-shaped outer shape.
  • a cross strut 30 connecting the two pressure bars is provided, which the Crosses cavity 29 and divides it into two cavity halves 29a, 29b.
  • the pressure webs 27, 28 are provided with concave curved outer sides and the cavities 29a, 29b, in contrast, are convex. hereby the two webs have approximately a cup shape in horizontal section on that an optimal pressure force transmission with minimal cross-sectional areas and thus enables optimal thermal insulation.
  • the curved outer shape of the contact profiles 25, 26 has due to its convex
  • the effect is that the pressure element, like a joint, is possibly caused by temperature Relative movements between the two concrete components Rotation or by rolling in the horizontal plane can follow.
  • FIG. 5 An alternative design of the present invention is shown in FIG. 5: There is a component 31 for thermal insulation between a building A. and a balcony B in horizontal section at the level of pressure elements 33a, 33b. There is also an insulating body between building A and balcony B. 32 shown, the left along the between the two components Fugue extends.
  • the main difference of the pressure elements 33a, 33b compared to that The pressure element from FIG. 3 now consists of a pressure element in each case is replaced by two parallel printing elements, one corresponding smaller force application area in the form of contact profiles 35a, 35b, 36a, 36b need. This results in a double joint similar to a parallelogram linkage, that the displacement path between the contact profiles and the adjacent concrete components further reduced.
  • Both types of pressure element have in addition to the circular arc Contact profiles also have very similar pressure element cross-sectional shapes, namely, a continuous and seamless from the edges of the contact profiles Transitional goblet-like outer shape that tapers slowly towards the center of the joint and then on the way to the opposite contact profile again continually widened to get there in the edges of the opposite Transition contact profile.
  • This shape ensures optimal force transmission from the balcony plate B into the pressure element, an optimal pressure force transmission with reduced heat conduction through the joint and optimal Pressure force is diverted into building A.
  • the cross sections are designed so that they have the largest possible force transmission area and if possible slim compression force cross-sectional area with mutual continuous Transition a non-kink-resistant, stable pressure element with - due to the small cross-sectional area - nevertheless cheaper thermal insulation result, especially if concrete is used as the material for the pressure element becomes.
  • a lost casting mold 40 is shown in perspective in FIGS. 6 to 8 shown, which is used for the production of pressure elements made of concrete and but together with the concrete pressure elements in the invention (here Component (not shown) is used for thermal insulation.
  • Figures 9 to 15 show only the mold 40 and not the concrete pressure elements self; these roughly correspond in their appearance and arrangement the design of Figure 5, but with the lost mold is provided, together with the concrete pressure elements in the component Thermal insulation to be installed, so that is the representation of figure 5 does not transfer directly to the exemplary embodiment from FIGS. 6 to 15 bar.
  • the casting mold 40 has two to be filled with concrete and in the installed position cavities 41, 42 open at the bottom, which form the shape of the concrete pressure element pretend.
  • the concrete pressure elements receive one through the casting mold Structure related to both the horizontal section and related tapered towards the vertical section towards the center: using the example of the mold 40 enclosed cavity 41, this means that the concrete pressure element starting of the largest possible cross-sectional and surface area in the area of front curved contact profiles 43, 44 in the direction of the central region 45 is tapered between the two contact profiles; based on a horizontal section recognizable from FIG. 9 or on the in FIG This bottom view shown in FIG.
  • the mold 40 has a connecting region 46 between the two Cavities 41, 42 surrounding cup-shaped individual molds 40a, 40b.
  • this connection area there is a cavity enclosed by the mold 40 47, which is filled with air and serves as an insulating body.
  • a recess 48 Im neighboring to the connection area 46 between the two individual casting molds 40a, 40b arranged area is a recess 48 for receiving a transverse force rod provided which is in the space between the two Immersed pressure elements and is fixed there on the mold.
  • the casting mold has vertically extending webs 49, 50 on its outside, which are provided when an adjacent double pressure element is attached laterally with a correspondingly constructed casting mold Seal the space between the two molds by each the individual webs 50 in the space between the two double webs 49 immerse. This can prevent liquid concrete from getting into the gap flows between the two molds and their function is impaired.
  • the casting mold 40 also has on the edge of an end contact profile 43 on a T-shaped web in horizontal section, which is provided for into the adjacent concrete component - especially one in a precast plant protruding molded filigree plate and anchored with this form-fitting become. Because in contrast to previous pressure element designs, the form-fitting that was anchored in the adjacent concrete components rolling contact profile the disadvantage, no connection in the direction of pull To make available what is particularly relevant for transport; therefore the T-shaped web 51 serves as a tension band for the transmission of tensile forces between Casting mold or associated pressure elements and adjacent concrete component.
  • the Casting mold has hole-like recesses 52 on its upper side; these serve to promote the escape of air when casting the pressure elements; They also ensure a positive connection between the mold and concrete pressure element due to concrete material emerging from the openings 52 and thus serve as transport and loss prevention and prevent the falling out of the pressure elements from the mold when the mold is oriented so that the cavities 41, 42 are open at the bottom and the Pressure elements could fall out.
  • the mold has hook-like locking lugs 53 on its underside on, which serve the casting mold on a the component for thermal insulation to lock and fix on the underside of the surrounding rail.
  • the present invention offers the advantage of an optimized one Printing element that is easy due to the production by extrusion provided with cavities and thus can be manufactured in a lightweight construction. As a result you get a pressure element with improved thermal insulation properties, better load capacity and at the same time low manufacturing 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)
EP02000345A 2001-01-23 2002-01-04 Elément isolant thérmique pour la construction Expired - Lifetime EP1225282B1 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
EP05017447A EP1612339B1 (fr) 2001-01-23 2002-01-04 Elément isolant thermique pour la construction
PL351808A PL208285B1 (pl) 2001-01-23 2002-01-22 Element konstrukcyjny do izolacji cieplnej
CZ2002-281A CZ304194B6 (cs) 2001-01-23 2002-01-23 Stavební dílec pro tepelnou izolaci mezi dvěma stavebními částmi

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE10102931A DE10102931A1 (de) 2001-01-23 2001-01-23 Bauelement zur Wärmedämmung
DE10102931 2001-01-23

Related Child Applications (1)

Application Number Title Priority Date Filing Date
EP05017447A Division EP1612339B1 (fr) 2001-01-23 2002-01-04 Elément isolant thermique pour la construction

Publications (3)

Publication Number Publication Date
EP1225282A2 true EP1225282A2 (fr) 2002-07-24
EP1225282A3 EP1225282A3 (fr) 2003-06-11
EP1225282B1 EP1225282B1 (fr) 2006-07-12

Family

ID=7671473

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EP02000345A Expired - Lifetime EP1225282B1 (fr) 2001-01-23 2002-01-04 Elément isolant thérmique pour la construction
EP05017447A Expired - Lifetime EP1612339B1 (fr) 2001-01-23 2002-01-04 Elément isolant thermique pour la construction

Family Applications After (1)

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

Country Status (5)

Country Link
EP (2) EP1225282B1 (fr)
AT (2) ATE333011T1 (fr)
DE (3) DE10102931A1 (fr)
DK (1) DK1225282T3 (fr)
ES (1) ES2267870T3 (fr)

Cited By (17)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005106144A1 (fr) * 2004-04-28 2005-11-10 Max Frank Gmbh & Co. Kg Element de connexion de dalle en console
DE102007014923A1 (de) 2007-03-22 2008-09-25 Bert Kolpatzik Druckelement eines Bauelementes zur Wärmedämmung
DE102007014922A1 (de) 2007-03-22 2008-09-25 Bert Kolpatzik Druckelement eines Bauelementes zur Wärmedämmung
EP2138641A2 (fr) 2008-06-24 2009-12-30 SCHÖCK BAUTEILE GmbH Elément de construction destiné à l'isolation thermique et matériau d'isolation pour le domaine de la construction
EP2063033A3 (fr) * 2007-11-22 2010-02-10 BS Ingenieure AG Elément de raccordement, pièce d'insertion et cartouche
EP2354343A1 (fr) 2010-02-10 2011-08-10 Bossard + Staerkle AG Elément de raccordement de dalles en console / éléments de pression
CH702671A1 (de) * 2010-02-10 2011-08-15 Bosshard & Staerkle Ag Kragplattenanschlusselement.
WO2012071596A1 (fr) * 2010-11-30 2012-06-07 Avi Alpenländische Veredelungs-Industrie Dispositif permettant de fixer des dalles en béton armé à un système de plancher ou de cloison en béton armé
WO2013021070A1 (fr) 2011-08-11 2013-02-14 Schöck Bauteile GmbH Élément d'isolation thermique
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
EP2610410A2 (fr) 2011-12-30 2013-07-03 SCHÖCK BAUTEILE GmbH Elément de construction pour l'isolation thermique
EP2679737A2 (fr) 2012-06-29 2014-01-01 SCHÖCK BAUTEILE GmbH Élément de construction pour l'isolation thermique
EP2937481A1 (fr) * 2014-04-24 2015-10-28 HALFEN GmbH Élément de construction à isolation thermique
EP3225759A1 (fr) * 2016-04-01 2017-10-04 SCHÖCK BAUTEILE GmbH Élément de raccordement d'isolation thermique d'éléments de bâtiments verticaux reliés
CN108691366A (zh) * 2017-04-05 2018-10-23 哈尔芬有限公司 起热隔离作用的结构元件
EP3444409A1 (fr) 2017-08-17 2019-02-20 SCHÖCK BAUTEILE GmbH Composant destiné à l'isolation thermique

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102011109959A1 (de) 2011-08-11 2013-02-14 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
DE202012101586U1 (de) 2012-04-27 2013-07-30 Rainer Eger Drucklager und Bauelement
DE102012103776A1 (de) 2012-04-27 2013-10-31 Rainer Eger Drucklager, Bauelement und Verfahren zur Herstellung des Bauelements

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3116381A1 (de) * 1981-04-24 1982-11-11 Eberhard 7570 Baden-Baden Schöck Waermedaemmelement fuer gebaeude mit vorkragenden wandteilen
DE3801121A1 (de) * 1987-02-19 1988-09-01 Egco Ag Zug- oder druckstab zur verbindung zweier betonteile
EP0831183A2 (fr) * 1996-09-20 1998-03-25 SCHÖCK BAUTEILE GmbH Elément de construction pour isolation thermique
DE19711813A1 (de) * 1997-03-21 1998-10-01 Fraunhofer Ges Forschung Thermisch isolierendes Bauelement

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3309254A1 (de) * 1983-03-15 1984-10-04 Manfred Dierichs Druckelement in einem waermedaemmenden bauteil fuer vorkragende gebaeudeteile
DE19627342B4 (de) * 1996-06-29 2006-06-22 Schöck Bauteile GmbH Bauelement zur Wärmedämmung

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3116381A1 (de) * 1981-04-24 1982-11-11 Eberhard 7570 Baden-Baden Schöck Waermedaemmelement fuer gebaeude mit vorkragenden wandteilen
DE3801121A1 (de) * 1987-02-19 1988-09-01 Egco Ag Zug- oder druckstab zur verbindung zweier betonteile
EP0831183A2 (fr) * 1996-09-20 1998-03-25 SCHÖCK BAUTEILE GmbH Elément de construction pour isolation thermique
DE19711813A1 (de) * 1997-03-21 1998-10-01 Fraunhofer Ges Forschung Thermisch isolierendes Bauelement

Cited By (30)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2005106144A1 (fr) * 2004-04-28 2005-11-10 Max Frank Gmbh & Co. Kg Element de connexion de dalle en console
JP2007534866A (ja) * 2004-04-28 2007-11-29 マックス フランク ジーエムビーエイチ アンド シーオー．ケージー 片持板接合部材
AU2005238187B2 (en) * 2004-04-28 2008-01-10 Max Frank Gmbh & Co. Kg Cantilever plate connection arrangement
US8092113B2 (en) 2004-04-28 2012-01-10 Max Frank Gmbh & Co. Kg Cantilever plate connection arrangement
WO2008113347A3 (fr) * 2007-03-22 2009-06-04 Bert Kolpatzik Élément d'isolation thermique
DE102007014922A1 (de) 2007-03-22 2008-09-25 Bert Kolpatzik Druckelement eines Bauelementes zur Wärmedämmung
WO2008113347A2 (fr) * 2007-03-22 2008-09-25 Bert Kolpatzik Élément d'isolation thermique
DE102007014923A1 (de) 2007-03-22 2008-09-25 Bert Kolpatzik Druckelement eines Bauelementes zur Wärmedämmung
EP2063033A3 (fr) * 2007-11-22 2010-02-10 BS Ingenieure AG Elément de raccordement, pièce d'insertion et cartouche
EP2138641A2 (fr) 2008-06-24 2009-12-30 SCHÖCK BAUTEILE GmbH Elément de construction destiné à l'isolation thermique et matériau d'isolation pour le domaine de la construction
DE102008029701A1 (de) 2008-06-24 2009-12-31 Schöck Bauteile GmbH Bauelement zur Wärmedämmung und Dämmmaterial für Bauanwendungen
EP2354343A1 (fr) 2010-02-10 2011-08-10 Bossard + Staerkle AG Elément de raccordement de dalles en console / éléments de pression
CH702671A1 (de) * 2010-02-10 2011-08-15 Bosshard & Staerkle Ag Kragplattenanschlusselement.
WO2012071596A1 (fr) * 2010-11-30 2012-06-07 Avi Alpenländische Veredelungs-Industrie Dispositif permettant de fixer des dalles en béton armé à un système de plancher ou de cloison en béton armé
WO2013021070A1 (fr) 2011-08-11 2013-02-14 Schöck Bauteile GmbH Élément d'isolation thermique
US9382705B2 (en) 2011-08-11 2016-07-05 Schöck Bauteile GmbH Structural element for heat-insulating purposes
WO2013021069A1 (fr) 2011-08-11 2013-02-14 Schöck Bauteile GmbH Élément d'isolation thermique
DE102011109958A1 (de) 2011-08-11 2013-02-14 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
DE102011109962A1 (de) 2011-08-11 2013-02-14 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
EP3118382A1 (fr) 2011-08-11 2017-01-18 SCHÖCK BAUTEILE GmbH Élement de construction destine a l'isolation thermique
US9435115B2 (en) 2011-08-11 2016-09-06 Schöck Bauteile GmbH Structural element for heat-insulating purposes
EP2610410A2 (fr) 2011-12-30 2013-07-03 SCHÖCK BAUTEILE GmbH Elément de construction pour l'isolation thermique
DE102011122589A1 (de) 2011-12-30 2013-07-04 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
DE102012012912A1 (de) 2012-06-29 2014-04-10 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
EP2679737A2 (fr) 2012-06-29 2014-01-01 SCHÖCK BAUTEILE GmbH Élément de construction pour l'isolation thermique
EP2937481A1 (fr) * 2014-04-24 2015-10-28 HALFEN GmbH Élément de construction à isolation thermique
EP3225759A1 (fr) * 2016-04-01 2017-10-04 SCHÖCK BAUTEILE GmbH Élément de raccordement d'isolation thermique d'éléments de bâtiments verticaux reliés
CN108691366A (zh) * 2017-04-05 2018-10-23 哈尔芬有限公司 起热隔离作用的结构元件
EP3444409A1 (fr) 2017-08-17 2019-02-20 SCHÖCK BAUTEILE GmbH Composant destiné à l'isolation thermique
DE102017118745A1 (de) 2017-08-17 2019-04-11 Schöck Bauteile GmbH Bauelement zur Wärmedämmung

Also Published As

Publication number Publication date
DE50207459D1 (de) 2006-08-24
ATE333011T1 (de) 2006-08-15
EP1612339B1 (fr) 2010-07-28
EP1612339A3 (fr) 2008-01-23
DE10102931A1 (de) 2002-07-25
EP1225282A3 (fr) 2003-06-11
DE50214558D1 (de) 2010-09-09
EP1225282B1 (fr) 2006-07-12
DK1225282T3 (da) 2006-11-13
ES2267870T3 (es) 2007-03-16
EP1612339A2 (fr) 2006-01-04
ATE475751T1 (de) 2010-08-15

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