EP1225283A1 - Elément de construction pour l'isolation thermique - Google Patents

Elément de construction pour l'isolation thermique Download PDF

Info

Publication number
EP1225283A1
EP1225283A1 EP02000346A EP02000346A EP1225283A1 EP 1225283 A1 EP1225283 A1 EP 1225283A1 EP 02000346 A EP02000346 A EP 02000346A EP 02000346 A EP02000346 A EP 02000346A EP 1225283 A1 EP1225283 A1 EP 1225283A1
Authority
EP
European Patent Office
Prior art keywords
component according
pressure elements
contact profiles
components
component
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
EP02000346A
Other languages
German (de)
English (en)
Other versions
EP1225283B2 (fr
EP1225283B1 (fr
Inventor
Harald Dr. Brasch
Hubert Fritschi
André Weber
Gehard Trunz
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 ENTWICKLUNGSGESELLSCHAFT MBH
Schock Entwicklungsgesellschaft Mbh
SCHOECK ENTWICKLUNGSGMBH
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=7671472&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP1225283(A1) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by SCHOECK ENTWICKLUNGSGESELLSCHAFT MBH, Schock Entwicklungsgesellschaft Mbh, SCHOECK ENTWICKLUNGSGMBH filed Critical SCHOECK ENTWICKLUNGSGESELLSCHAFT MBH
Priority to EP06006831A priority Critical patent/EP1669501A1/fr
Priority to PL351806A priority patent/PL207113B1/pl
Priority to JP2002014412A priority patent/JP3920102B2/ja
Priority to CZ2002-282A priority patent/CZ304661B6/cs
Publication of EP1225283A1 publication Critical patent/EP1225283A1/fr
Application granted granted Critical
Publication of EP1225283B1 publication Critical patent/EP1225283B1/fr
Publication of EP1225283B2 publication Critical patent/EP1225283B2/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 invention relates to a component for thermal insulation between two to be concreted Components, especially between a building and a cantilever Outer part, consisting of an insulating body to be laid between them with at least integrated pressure elements that are in the installed state of the component essentially horizontal and transverse to the essentially horizontal Longitudinal extension of the insulating body and run through it can be connected to both components.
  • Such components for thermal insulation are in the relevant state of the Technology known in many different designs and serve two Decoupling components thermally, but statically at the same time connect with each other. This static connection takes place via reinforcement elements, which extend through the insulating body between the two components and the loads that occur in each case, in particular tensile, compressive and shear forces, transmitted safely.
  • the dimensions of the insulating body thickness correspond, which are flush with the insulating body and with their face-to-face contact profiles facing the concrete components the concrete components.
  • Pressure elements Relative movements of the adjacent concrete components subject, the pressure element and concrete components shift after being overcome mutual stiction in the area of contact points to each other.
  • this type of reversibly compliant pressure element connection has the disadvantage that you can overcome the static friction mentioned and the subsequent Relative shift in the form of crackling noises that actually hears are harmless and no conclusions about the quality of the built-in Allows printing elements or their storage, but still on the other side undesirable and also cause for concern for the uninformed resident are.
  • the present invention is based on the object propose a component for thermal insulation that is elastic or reversible resilient pressure elements for absorbing relative movements between the adjacent concrete components allows, on the one hand, the flexibility independently as far as possible from the material of the pressure elements and on the other be available without the undesirable noise developments described should.
  • the pressure elements in each case have a rolling contact profile on the concrete components and that the pressure elements create an articulated connection between the two components.
  • This joint connection is obtained regardless of the pressure element material, So even with high-strength rigid materials.
  • the resulting one pendulum-like swivel movement leads to a significant reduction in actual displacement.
  • this significantly reduced displacement with a correspondingly significantly reduced to a negligible size Noise comes along.
  • the fact that part of the previous sliding or rubbing movement is replaced by a rolling movement.
  • the contact profiles As for the exact shape of the contact profiles, it is advisable to arch them and in particular convex and curved in a circular arc in horizontal section train. This results in an unobstructed with the largest possible contact area and symmetrical displacement movement on both opposite contact profiles.
  • the contact profiles should be installed in such a way be anchored to the concrete components that the pressure elements only with the curved Contact profile area protrude into the concrete components to the unhindered Allow rotary movement between pressure element and concrete component.
  • the circular cross-section of the contact profiles expediently extends over their entire height.
  • each contact profile in the form of a cylinder jacket partial surface is trained.
  • the horizontal cross sections can also change over the height of the pressure element, such as. B. in a partial shell surface Truncated cone. This ensures that the power transmission between Pressure element and concrete component takes place over the entire contact profile area.
  • a preferred design of the contact profiles is that this also has an outer surface, in particular concavely curved in the vertical direction have, so are also curved in vertical longitudinal section. This can any vertical settlement movements between the two components without Follow impairment of their function. Give the pressure elements shaped in this way here slightly articulated and lie - despite a slightly inclined inclination in comparison to the horizontal installation system - nevertheless with their full surface contact profiles on the adjacent concrete components.
  • the pressure element be continuous and without paragraphs (in contrast to the known designs with large attached Pressure plates for force application) pass into the contact profiles to the surface to keep the contact profile as small as possible and - at least approximately - to be designed only as large as the dimensions, in particular the cross section, the pressure transmitting behind the contact profiles Are pressure elements.
  • an elastically or reversibly flexible Storage by the pressure elements according to the invention regardless of their Achieve material so that the advantages of the present invention in particular for printing elements made of hard, unyielding or high-strength material for Come wear.
  • high-strength concrete can also be used come.
  • a particularly suitable form of use of concrete pressure elements results themselves by the fact that these are made by casting, which means very many Possibilities in terms of shape and surface design of the printing elements has.
  • Another advantage arises when the mold is made from a plastic shell exists as a lost mold together with the concrete pressure element can be installed; because then the plastic shell at the same time as a sliding layer for the pressure element in the contact area of the front Contact profiles serve on the adjacent concrete components and thereby the Improve the rolling properties of the pressure element. So that has to be Pressure element material should not be fine-grained, closed-pore, etc., the corresponding flat surface of the plastic mold is sufficient then rolls on the adjacent concrete component.
  • the pressure elements are made from a lost mold, then let take advantage of this to have a continuous mold two printing elements are connected to each other, which is a double printing element form, leaving a space between the two pressure elements is in which, for example, a transverse force rod can be used and fixed to the casting mold is.
  • a transverse force rod can be used and fixed to the casting mold is.
  • a component 1 for thermal insulation is shown in sections in FIG in section through the plane I - I indicated in FIG. 2.
  • the component 1 is shown in FIG one between a concrete building A and a projecting concrete outer part B left joint installed and consists essentially of a die Filling insulating body 2 and reinforcement elements in the form of in 1 and 2 illustrated printing elements 3rd
  • FIG. 2 does not show component 1 with all of its individual parts and shows in its full height; rather, it is the one commonly used Tension rod supporting upper insulator section made with the present invention has nothing to do, not shown.
  • a shear bar that of the load-bearing component, building A, in the direction of the carried Component, the balcony B, diagonally from top to bottom through the insulating body or the joint filled by the insulating body and extends into both components protrudes for the introduction of lateral force.
  • the pressure element 3 runs essentially horizontally the insulating body from component B to component A.
  • the pressure element 3 has curved contact profiles, which as Pressure force input or discharge surface function and according to that shown in Figure 1 Horizontal section are circular arc-shaped. Over the whole The total area of the contact profiles results from this circular arc shape the shape of a cylinder jacket partial surface, since the pressure element over the height in each case has a constant cross section.
  • the effect of the circular arc shape is as follows: Guide the two components A and B Relative movements from each other, so form the arched circular Contact profiles articular surfaces that allow the relative movement without it in the The area between the contact profile and the adjacent concrete component is too large Displacement movements comes. This allows the actual relative movements between the concrete components and the pressure elements and as a result you get printing elements that are independent of the material Temperature-related shifting movements reversible and without significant noise can follow.
  • FIG. 3 An alternative design of the present invention is shown in FIG. 3: There is a component 11 for thermal insulation between a building A and a balcony B, shown in horizontal section at the height of pressure elements 13a, 13b. Between building A and balcony B, an insulating body 12 is also shown, which extends along the joint left between the two components.
  • the main difference between the pressure elements 13a, 13b and the pressure element 3 from FIG. 1 now consists in the fact that one pressure element is divided by two parallel printing elements is replaced, which is a correspondingly smaller Force application surface in the form of contact profiles 15a, 15b, 16a, 16b 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 reduced even further.
  • 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 transition from the edges of the contact profiles goblet-like outer shape that tapers slowly towards the center of the joint and then continuously on the way to the opposite contact profile more widespread, in order to get there in the edges of the opposite contact profile proceed.
  • This shape ensures optimal force transmission from the Balcony plate B in the pressure element, an optimal pressure force transmission with reduced Heat conduction through the joint and optimal pressure force discharge in Building A.
  • the cross-sections are designed so that they are as close as possible large force transmission area and the smallest possible compression force transmission area with a mutual continuous transition a nonetheless kink-resistant, stable pressure element with - due to the small cross-sectional area - Nevertheless, there is cheaper thermal insulation, especially when used as a material concrete is used for the pressure element.
  • a lost mold 20 is shown in perspective in FIGS. 4 to 6 shown, which is used for the production of pressure elements made of concrete and together with the concrete pressure elements in the invention (not here shown) component is used for thermal insulation.
  • FIGS. 7 to 13 also show only the casting mold 20 and not the concrete pressure elements self; these roughly correspond in their appearance and arrangement the design of Figure 3, but the lost mold provided for this purpose is, together with the concrete pressure elements in the component Thermal insulation to be installed, so that is the representation of figure 3 cannot be transferred directly to the exemplary embodiment from FIGS. 4 to 12.
  • the casting mold 20 has two to be filled with concrete and in the installed position downwards open cavities 21, 22, which specify the shape of the concrete pressure element. Although the two concrete pressure elements are connected to each other by a casting mold they have no direct connection themselves, i.e. the concrete is restricted actually on the cavities 21, 22 without connecting webs etc.
  • the concrete pressure elements are given a structure by the casting mold, which is both related to the horizontal section as well as related to the vertical section Tapered towards the center: using the example of the cavity enclosed by the casting mold 20 21, this means that the concrete pressure element based on one possible large cross-sectional and surface area in the area of the curved contact profiles on the front 23, 24 towards the central area 25 between the two Contact profiles is tapered; based on one recognizable from FIG Horizontal section or on the bottom view shown in Figure 13 means this is a shape waisted in the central area 25 while it is in relation to the vertical section shown in FIG. 10 is reduced in the central region 25 Height means.
  • the transitions from the large surface of the contact profiles 23, 24 to the reduced cross sections in the central region 25 are fluent.
  • the casting mold 20 has a connecting region 26 between the two Cavities 21, 22 surrounding cup-shaped individual molds 20a, 20b.
  • this connection area is a cavity enclosed by the casting mold 20 27, which is filled with air and serves as an insulating body.
  • a recess 28 is provided in the area for receiving a shear force rod, which dips into the space between the two pressure elements and is attached to the mold there.
  • the casting mold has vertically extending webs 29, 30 on its outside are provided when an adjacent double pressure element is attached laterally with a correspondingly constructed casting mold, the mutual gap to seal between the two molds by using each one Dip webs 30 into the space between the two double webs 29. This prevents liquid concrete from getting into the space between the two molds flow and their function is impaired.
  • the casting mold 20 also has on the edge of an end contact profile 23 on a T-shaped web in horizontal section, which is provided in the Adjacent concrete component - especially one molded in a precast plant To protrude filigree plate and to be anchored with it in a form-fitting manner. Because in contrast to previous pressure element designs, the form-fitting that was anchored in the adjacent concrete components, Contact profile has the disadvantage of no connection in the direction of pull available ask what is particularly relevant for transport; that's why the T-shaped serves Web 31 as a tension band for the transmission of tensile forces between the casting mold or associated Pressure elements and adjacent concrete component.
  • the casting mold has hole-like recesses 32 on its upper side; these serve to promote the escape of air when casting the pressure elements; Moreover ensure a positive connection between the mold and Concrete pressure element due to concrete material emerging from the openings 32 and thus serve as transport and loss protection and prevent it from falling out the pressure elements from the casting mold when the casting mold is oriented in this way is that the cavities 21, 22 are open at the bottom and the pressure elements fall out could.
  • the mold has hook-like locking lugs 33 on its underside, which are used to attach the mold to the thermal insulation component to lock and fix its underside surrounding rail.
  • the present invention offers the advantage of printing elements for To be available, which are not themselves flexible in the transverse direction must, but in the transverse direction opposite the adjacent concrete components are elastically resilient.

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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)
  • Bridges Or Land Bridges (AREA)
EP02000346.3A 2001-01-23 2002-01-04 Elément de construction pour l'isolation thermique Expired - Lifetime EP1225283B2 (fr)

Priority Applications (4)

Application Number Priority Date Filing Date Title
EP06006831A EP1669501A1 (fr) 2001-01-23 2002-01-04 Elément de construction pour l'isolation thermique
PL351806A PL207113B1 (pl) 2001-01-23 2002-01-22 Element konstrukcyjny do izolacji cieplnej
JP2002014412A JP3920102B2 (ja) 2001-01-23 2002-01-23 断熱構造ユニット
CZ2002-282A CZ304661B6 (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
DE10102930A DE10102930A1 (de) 2001-01-23 2001-01-23 Bauelement zur Wärmedämmung
DE10102930 2001-01-23

Related Child Applications (2)

Application Number Title Priority Date Filing Date
EP06006831A Division-Into EP1669501A1 (fr) 2001-01-23 2002-01-04 Elément de construction pour l'isolation thermique
EP06006831A Division EP1669501A1 (fr) 2001-01-23 2002-01-04 Elément de construction pour l'isolation thermique

Publications (3)

Publication Number Publication Date
EP1225283A1 true EP1225283A1 (fr) 2002-07-24
EP1225283B1 EP1225283B1 (fr) 2008-02-20
EP1225283B2 EP1225283B2 (fr) 2014-10-29

Family

ID=7671472

Family Applications (2)

Application Number Title Priority Date Filing Date
EP02000346.3A Expired - Lifetime EP1225283B2 (fr) 2001-01-23 2002-01-04 Elément de construction pour l'isolation thermique
EP06006831A Withdrawn EP1669501A1 (fr) 2001-01-23 2002-01-04 Elément de construction pour l'isolation thermique

Family Applications After (1)

Application Number Title Priority Date Filing Date
EP06006831A Withdrawn EP1669501A1 (fr) 2001-01-23 2002-01-04 Elément de construction pour l'isolation thermique

Country Status (4)

Country Link
EP (2) EP1225283B2 (fr)
AT (1) ATE386850T1 (fr)
DE (2) DE10102930A1 (fr)
DK (1) DK1225283T4 (fr)

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1564336A1 (fr) * 2004-02-11 2005-08-17 HALFEN GmbH & CO. Kommanditgesellschaft Elément de construction thermo-isolant
EP1745182A1 (fr) 2004-04-28 2007-01-24 Max Frank GmbH & Co. KG Element de connexion de dalle en console
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
EP2177681A2 (fr) 2008-10-17 2010-04-21 SCHÖCK BAUTEILE GmbH Matériau de construction en béton, élément de construction pour l'isolation thermique et élément d'isolation thermique en forme de pierre taillée, en utilisant toujours le matériau de construction en béton
WO2013021070A1 (fr) 2011-08-11 2013-02-14 Schöck Bauteile GmbH Élément d'isolation thermique
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
DE202013006229U1 (de) * 2013-07-11 2014-10-13 H-Bau Technik Gmbh Thermisch isolierendes Bauteil
US20180291620A1 (en) * 2017-04-05 2018-10-11 Halfen Gmbh Thermally insulating construction element
EP3444409A1 (fr) 2017-08-17 2019-02-20 SCHÖCK BAUTEILE GmbH Composant destiné à l'isolation thermique

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0121685A2 (fr) 1983-03-15 1984-10-17 Eberhard Schöck Elément soumis à la compression dans un élément de construction isolant pour parties de bâtiment faisant ressaut
DE19711813A1 (de) * 1997-03-21 1998-10-01 Fraunhofer Ges Forschung Thermisch isolierendes Bauelement
DE19741027A1 (de) * 1997-09-18 1999-03-25 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung

Family Cites Families (11)

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DE3005571C2 (de) † 1980-02-14 1982-02-18 Schöck, Eberhard, 7570 Baden-Baden Bauelement zur Wärmedämmung bei Gebäuden
DE3116381C2 (de) * 1981-04-24 1983-04-28 Eberhard Ing. Schöck (grad.), 7570 Baden-Baden Druckelement in einem wärmedämmenden Fertigbauteil für vorkragende Gebäudeteile
DE3422905A1 (de) † 1984-06-20 1986-01-02 Hansjörg Dipl.-Ing. 7542 Schömberg Braun Vorrichtung zum verbinden einer balkonplatte und einer geschossdecke
DE4009987C2 (de) † 1990-03-28 1995-08-24 Schoeck Bauteile Gmbh Wärmedämmendes Bauelement
DE9410288U1 (de) * 1993-12-22 1994-10-13 Max Frank Gmbh & Co Kg, 94339 Leiblfing Balkonanschluß
DE19508292A1 (de) † 1995-03-09 1996-09-12 Rolf Hirn Bauelement zur Wärmedämmung von Gebäuden
DE29505093U1 (de) * 1995-03-25 1995-05-18 Veit Dennert K.G. Baustoffbetriebe, 96132 Schlüsselfeld Beton-Fertigteil-Balkon
DE19627342B4 (de) * 1996-06-29 2006-06-22 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
DE19652165C2 (de) † 1996-12-05 1999-06-17 Syspro Gruppe Betonbauteile E Fertigbauteil für eine auskragende Balkonplatte
DE29801308U1 (de) † 1998-01-28 1998-04-30 Syspro-Gruppe Betonbauteile e.V., 68766 Hockenheim Fertigbauteil für eine auskragende Balkonplatte
DE20010770U1 (de) * 2000-06-13 2000-09-21 Dießler, Jörg, Dipl.-Ing. (FH), 01768 Reinhardtsgrimma Hochwärmedämmender Bewehrungskorb mit wärmedämmenden Bewehrungsgliedern

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0121685A2 (fr) 1983-03-15 1984-10-17 Eberhard Schöck Elément soumis à la compression dans un élément de construction isolant pour parties de bâtiment faisant ressaut
DE19711813A1 (de) * 1997-03-21 1998-10-01 Fraunhofer Ges Forschung Thermisch isolierendes Bauelement
DE19741027A1 (de) * 1997-09-18 1999-03-25 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung

Cited By (20)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1564336A1 (fr) * 2004-02-11 2005-08-17 HALFEN GmbH & CO. Kommanditgesellschaft Elément de construction thermo-isolant
US8092113B2 (en) 2004-04-28 2012-01-10 Max Frank Gmbh & Co. Kg Cantilever plate connection arrangement
EP1745182A1 (fr) 2004-04-28 2007-01-24 Max Frank GmbH & Co. KG Element de connexion de dalle en console
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
EP2177681B1 (fr) 2008-10-17 2016-11-30 SCHÖCK BAUTEILE GmbH Matériau de construction en béton, élément de construction pour l'isolation thermique et élément d'isolation thermique en forme de pierre taillée, en utilisant toujours le matériau de construction en béton
US8991124B2 (en) 2008-10-17 2015-03-31 Schöck Bauteile GmbH Concrete material, construction element for a thermal insulation, and brick-shaped thermally insulating element, each using the concrete material
EP2177681A2 (fr) 2008-10-17 2010-04-21 SCHÖCK BAUTEILE GmbH Matériau de construction en béton, élément de construction pour l'isolation thermique et élément d'isolation thermique en forme de pierre taillée, en utilisant toujours le matériau de construction en béton
WO2013021070A1 (fr) 2011-08-11 2013-02-14 Schöck Bauteile GmbH Élément d'isolation thermique
EP3118382A1 (fr) 2011-08-11 2017-01-18 SCHÖCK BAUTEILE GmbH Élement de construction destine a l'isolation thermique
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
EP2679737A2 (fr) 2012-06-29 2014-01-01 SCHÖCK BAUTEILE GmbH Élément de construction pour l'isolation thermique
EP2679737B1 (fr) 2012-06-29 2015-09-30 SCHÖCK BAUTEILE GmbH Élément de construction pour l'isolation thermique
DE102012012912A1 (de) 2012-06-29 2014-04-10 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
EP2824249A1 (fr) * 2013-07-11 2015-01-14 H-Bau Technik GmbH Composant à isolation thermique
DE202013006229U1 (de) * 2013-07-11 2014-10-13 H-Bau Technik Gmbh Thermisch isolierendes Bauteil
US20180291620A1 (en) * 2017-04-05 2018-10-11 Halfen Gmbh Thermally insulating construction element
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
DK1225283T3 (da) 2008-06-23
DE10102930A1 (de) 2002-07-25
DK1225283T4 (en) 2015-02-02
ATE386850T1 (de) 2008-03-15
EP1225283B2 (fr) 2014-10-29
EP1225283B1 (fr) 2008-02-20
EP1669501A1 (fr) 2006-06-14
DE50211716D1 (de) 2008-04-03

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