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EP1225283B2 - Elément de construction pour l'isolation thermique - Google Patents
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EP1225283B2 - Elément de construction pour l'isolation thermique - Google Patents

Elément de construction pour l'isolation thermique Download PDF

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Publication number
EP1225283B2
EP1225283B2 EP02000346.3A EP02000346A EP1225283B2 EP 1225283 B2 EP1225283 B2 EP 1225283B2 EP 02000346 A EP02000346 A EP 02000346A EP 1225283 B2 EP1225283 B2 EP 1225283B2
Authority
EP
European Patent Office
Prior art keywords
compression elements
building element
contact profiles
components
element according
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
EP02000346.3A
Other languages
German (de)
English (en)
Other versions
EP1225283B1 (fr
EP1225283A1 (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 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
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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(B2) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Schoeck Bauteile GmbH filed Critical Schoeck Bauteile GmbH
Priority to EP06006831A priority Critical patent/EP1669501A1/fr
Priority to PL351806A priority patent/PL207113B1/pl
Priority to CZ2002-282A priority patent/CZ304661B6/cs
Priority to JP2002014412A priority patent/JP3920102B2/ja
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 according to the preamble of claim 1.
  • Such components for thermal insulation are known in the relevant state of the art in many different versions and serve to decouple two components from each other thermally, but at the same time statically connect them together. This static connection takes place via reinforcing elements, which extend through the insulating body between the two components and safely transfer the occurring loads, ie in particular tensile, compressive and shear forces.
  • An essential field of application of such components is, for example, in balconies that protrude from a building exterior wall and are suspended on said reinforcing elements on the same height ceiling with the interposition of a component for thermal insulation. Since these balconies are exposed to different temperatures than the floor slab running in each case in the insulated building interior, temperature-related relative movements occur between the two components, ie between the balcony and the floor slab. Because while the floor slab is kept at substantially the same temperature, the outside temperature and thus the temperature of the balcony slab varies depending on weather conditions and season per day by more than 10 ° C.
  • the present invention is therefore based on the object to further improve the known thermal insulation element and to form it so that it is optimized in terms of manufacturing costs, adaptability to the installation condition and in terms of recording relative movements between the adjacent concrete components.
  • the relative movement of two concrete components in the order of 2 mm results in a rotational movement of the pressure element relative to the adjacent concrete component in the mutual contact area with a relative movement of only 0.2 mm. From this example, it is easy to see that this significantly reduced displacement is accompanied by a correspondingly significantly reduced to a negligible amount of noise. In the same sense, the fact that part of the previous sliding or friction movement is replaced by a rolling movement.
  • the contact profiles Due to the inventive shape of the contact profiles, which are convex and arched in a circular arc shape in horizontal section, results in the largest possible contact surface unimpeded and symmetrical displacement movement at both opposite contact profiles.
  • the contact profiles in the installed state should be anchored in the concrete components such that the pressure elements protrude only with the curved contact profile area in the concrete components to allow the unimpeded rotational movement between the pressure element and the concrete component. This is also possible, for example, via toothed contact profiles which carry out the rolling movement by virtue of their likewise approximately arcuate curvature.
  • the circular arc-shaped cross section of the contact profiles extends over the entire height thereof.
  • each contact profile is designed in the form of a cylinder jacket part surface.
  • the horizontal cross sections can also change over the height of the printing element, such. B. at a sheath part surface of a truncated cone. This ensures that the power transmission between the pressure element and the concrete component takes place over the entire contact profile surface.
  • a preferred design of the contact profiles is that they also have a concave outer surface which is also curved in the vertical direction, that is, they are also arched in a vertical longitudinal section. This allows them to follow any vertical settlement movements between the two components without affecting their function.
  • the pressure elements thus formed give way slightly articulated and are - despite a slightly inclined position compared to the horizontal installation - yet full surface with their frontal contact profiles on the adjacent concrete components.
  • the printing element continuously and without offset pass into the contact profiles to keep the surface of the contact profile as small as possible and - at least approximately - only so form large, as the dimensions, ie in particular the cross section, the pressure-transmitting transmitting behind the contact profiles arranged pressure elements.
  • an elastically or reversibly compliant bearing can be achieved by the printing elements according to the invention, regardless of their material, so that the advantages of the present invention in particular in printing elements of hard unyielding or high-strength material to bear.
  • the pressure element must not even in the transverse direction elastically temperature-related longitudinal movements between the two adjacent components can follow, but by the rolling motion, it can also be made of high-strength material - such as concrete.
  • a particularly suitable form of use of concrete printing elements results from the fact that they are made by casting, which has a great many possibilities in terms of shape and surface design of the printing elements.
  • Another advantage arises when the mold consists of a plastic shell that can be installed as a lost mold together with the concrete pressure element; because then the plastic shell can simultaneously serve as a sliding layer for the pressure element in the contact area of the frontal contact profiles of the adjacent concrete components and thereby improve the Abubal Serviceenschaften the printing element even more.
  • the pressure element material must not be fine-grained, closed-pored, etc., it suffices the corresponding flat surface of the plastic mold, which then rolls on the adjacent concrete component.
  • cross-sectional reductions in the middle region between the two end-side contact profiles can be produced in a simple manner, which are decisive for the degree of thermal conductivity or for the heat transfer through the pressure element.
  • Such cross-sectional reductions take place in the horizontal direction and / or in the vertical direction, so that the pressure element is formed in a waisted horizontal section with a tapered in the direction of the central region between the two end contact profiles and / or on the other hand, the height of the pressure element in Reduced direction of the central region between the two frontal contact profiles.
  • the printing elements are produced from a lost casting mold, this can advantageously be exploited to form two continuous printing elements which form a double printing element, leaving a space between the two printing elements in which, for example, a transverse force rod can be used can be fixed to the mold. Moreover, it is also possible to fill the gap by insulating material or form as enclosed by the mold and filled with air cavity.
  • FIG. 1 is a component 1 for thermal insulation fragmentary in section through the in FIG. 2 indicated level I - I.
  • the component 1 is installed in a left between a concrete building A and a cantilevered concrete outer part B joint and consists essentially of a filling the filling insulator 2 and of reinforcing elements in the form of in the Figures 1 and 2 illustrated printing elements. 3
  • FIG. 2 the component 1 does not show with all its parts and in its full height; rather, the upper insulating body portion carrying the commonly used tie rods, which has nothing to do with the present invention, is not shown. Also lacking the representation of a transverse force rod extending from the supporting component, the building A, in the direction of the supported component, the balcony B, obliquely from top to bottom through the insulating body or filled by the insulating joint and protrudes into both components to the transverse force introduction ,
  • the pressure element 3 runs essentially horizontally through the insulating body from the component B to the component A. At the end faces 5, 6 facing the components, the pressure element 3 has arched contact profiles which act as a pressure force input and output surface and according to the in FIG FIG. 1 illustrated horizontal section are formed circular arc. Over the entire surface of the contact profiles, the overall shape of a cylinder jacket part surface results due to this circular arc shape, since the pressure element in each case has a constant cross section over the height.
  • the effect of the circular arc shape is as follows: If the two components A and B relative movements from each other, so form the arcuately curved contact profiles hinge surfaces that allow the relative movement without it comes in the contact area between contact profile and adjoining concrete component to large displacement movements. As a result, the actual relative movements between the concrete components and the pressure elements can be significantly reduced and as a result one obtains pressure elements that can follow reversible and without significant noise independently of the material temperature-induced displacement movements.
  • FIG. 3 An alternative design of the present invention is in FIG. 3 There is shown a component 11 for thermal insulation between a building A and a balcony B, shown in horizontal section at the level of pressure elements 13a, 13b. Between building A and balcony B also an insulating body 12 is shown, which extends along the gap left between the two components.
  • the essential difference of the pressure elements 13a, 13b over the Pressure element 3 off FIG. 1 consists in the fact that in each case a pressure element is replaced by two parallel pressure elements, which require a correspondingly smaller force introduction surface in the form of contact profiles 15a, 15b, 16a, 16b. This results in a double joint similar to a parallelogram, which further reduces the displacement between the contact profiles and the adjacent concrete components.
  • Both types of pressure element have, in addition to the circular arc-shaped contact profiles also very similar pressure element cross-sectional shapes, namely 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 on the way to the opposite contact profile again continuously disseminated to there absatzlos in to transition the edges of the opposite contact profile.
  • This shape ensures optimum introduction of force from the balcony slab B into the pressure element, optimal pressure force transmission with reduced heat conduction through the joint and optimal pressure force discharge into the building A.
  • the cross sections are designed so that they are as large as possible force introduction surface and slender Druckkraftübertragungsquerroughs Construction at mutual continuous transition yet kink-resistant, stable pressure element with - due to the small cross-sectional area - still more favorable thermal insulation, especially if used as a material for the pressure element concrete.
  • a lost mold 20 is shown in a perspective view, which is used for the production of pressure elements made of concrete and is used together with the concrete pressure elements in the inventive (not shown here) component for thermal insulation.
  • FIGS. 7 to 13 show only the mold 20 and not the concrete pressure elements themselves; these correspond in their appearance and their arrangement about the design FIG. 3
  • the lost mold is intended to be installed together with the concrete pressure elements in the device for thermal insulation, so far so the illustration is made FIG. 3 not directly to the embodiment of the FIGS. 4 to 12 transferable.
  • the casting mold 20 has two cavities 21, 22 which are to be filled with concrete and which are open in the installed position, which predetermine the shape of the concrete pressure element.
  • the concrete pressure elements obtained by the mold has a structure that relates both to The horizontal section as well as with respect to the vertical section to the center tapers: Using the example of the cavity 21 enclosed by the mold 20, this means that the concrete pressure element in the direction of the largest possible cross-sectional and surface in the region of the end-side curved contact profiles 23, 24 the central region 25 between the two contact profiles is tapered; based on one out FIG. 7 recognizable horizontal section or on the in FIG.
  • the casting mold 20 has a connection region 26 between the two cup-shaped individual casting molds 20a, 20b surrounding the cavities 21, 22. In this connection region, a cavity 27 enclosed by the casting mold 20 is left, which is filled with air and serves as an insulating body. In the adjacent to the connecting portion 26 between the two Einzelg screenformen 20a, 20b arranged area a recess 28 for receiving a transverse force bar is provided, which dips into the space between the two pressure elements and is fixed there to the mold.
  • the mold has on its outer side vertically extending webs 29, 30, which are provided to seal the lateral gap between the two molds by laterally joining an adjacent double pressure element with a correspondingly constructed mold by each of the individual webs 30 in the space between the dip both double bridges 29. In this way, it is possible to prevent liquid concrete from flowing into the intermediate space between the two casting molds and impairing their function.
  • the mold 20 also has at the edge of an end-face contact profile 23 in a horizontal section T-shaped web, which is intended to project into the adjacent concrete component - in particular in an integrally formed in a precast Filigranplatte and be anchored to this form-fitting manner.
  • the rolling contact profile has the disadvantage of not providing a connection in the pulling direction, which is particularly relevant during transport; Therefore, the T-shaped web 31 serves as a drawstring for the transmission of tensile forces between mold or associated printing elements and adjacent concrete component.
  • the mold has on its underside hook-like latching lugs 33, which serve to lock the mold on a surrounding the device for thermal insulation on the underside of the rail and set.
  • the pressure elements in the region of the contact profiles 23, 24 with their lower foot region 23a, 24a project further into the associated component (A, B) than with their upper head region 23b, 24b.
  • the mold 20 functioning as a sliding layer for the contact profiles is provided with a greater thickness in the lower foot region 23a, 24a, since the stresses due to edge pressure are highest in this region.
  • the present invention offers the advantage of printing elements to provide that do not have to be resilient even in the transverse direction, but are mounted elastically yielding in the transverse direction relative to the adjacent concrete components.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Bridges Or Land Bridges (AREA)
  • Macromolecular Compounds Obtained By Forming Nitrogen-Containing Linkages In General (AREA)
  • Insulated Conductors (AREA)

Claims (10)

  1. Élément de construction pour réaliser l'isolation thermique entre deux parties d'une construction, notamment entre un bâtiment (A) et une partie extérieure (B) en porte-à-faux, composé d'un corps isolant (2, 12) à poser entre les deux, dans lequel sont au moins intégrés des éléments de compression (3, 13a, 13b) qui, lorsque l'élément de construction (1 , 11) a été mis en place, peuvent traverser le corps isolant essentiellement horizontalement et transversalement par rapport à l'étendue longitudinale essentiellement horizontale de celui-ci et peuvent chaque fois être raccordés aux deux parties (A, B) de la construction, sachant que les éléments de compression présentent un profil de contact (5, 6, 15a, 15b, 16a, 16b) à courbure convexe pouvant rouler en prenant appui sur les parties (A, B) de la construction, si bien que les éléments de compression peuvent réaliser une liaison articulée entre les deux parties de la construction, la courbure des profils de contact (5, 6, 15a, 15b, 16a, 16b) à l'état monté étant réalisée approximativement avec une forme arquée sur la vue en coupe horizontale, et les éléments de compression étant réalisés de telle façon qu'ils ne font saillie dans les parties de construction en béton qu'avec le profil de contact à courbure convexe par rapport au corps isolant (2, 12),
    caractérisé en ce que les éléments de compression (3, 13a, 13b) sont en béton très résistant et en ce que les éléments de compression sont dotés d'une couche de glissement (20) dans la zone de leurs profils de contact frontaux (23, 24),
    en ce que les éléments de compression (3, 13a, 13b) vus en coupe horizontale sont incurvés, avec une section transversale réduite dans une zone centrale (25) entre les deux profils de contact frontaux (23, 24) et/ou
    en ce que les éléments de compression présentent dans la zone centrale (25), entre les deux profils de contact frontaux (23, 24), une hauteur réduite par rapport à ces derniers.
  2. Élément de construction selon la revendication 1,
    caractérisé en ce que la couche de glissement est plus épaisse dans la zone inférieure (23a, 24a) des profils de contact (23, 24).
  3. Élément de construction selon au moins l'une des revendications précédentes,
    caractérisé en ce que les éléments de compression sont réalisés de telle façon qu'en partant des bords des profils de contact (5, 6, 15a, 15b, 16a, 16b), ils rejoignent en continu et sans gradin la zone médiane de l'élément de pression.
  4. Élément de construction selon au moins l'une des revendications precedentes,
    caractérisé en ce que, les éléments de compression (3, 13a, 13b) peuvent suivre à la manière d'une articulation à pendule les mouvements relatifs survenant entre les deux parties (A, B) de la construction grâce à leurs profils de contact bombés (5, 6, 15a, 15b, 16a, 16b) qui effectuent un mouvement de rotation par rapport à la partie de bâtiment qui leur est associée.
  5. Élément de construction selon au moins l'une des revendications précédentes,
    caractérisé en ce que les éléments de compression rentrent davantage dans les parties (A, B) de la construction avec leur partie inférieure (23a, 24a) qu'avec leur partie supérieure (23b, 24b).
  6. Élément de construction selon la revendication 1,
    caractérisé en ce que la couche de glissement est constituée par un moule de coulée perdu (20) pour l'élément de compression fabriqué en béton.
  7. Élément de construction selon au moins l'une des revendications précédentes,
    caractérisé en ce que, les profils de contact (5, 6, 15a, 15b, 16a, 16b) à l'état monté, peuvent être amenés dans les parties de construction (A, B).
  8. Élément de construction selon au moins l'une des revendications précédentes,
    caractérisé en ce que les profils de contact frontaux (23, 24) des éléments de compression présentent, vus en coupe longitudinale verticale, une courbure notamment concave.
  9. Élément de construction selon au moins l'une des revendications précédentes,
    caractérisé en ce que deux éléments de compression sont reliés entre eux par une zone de liaison (26).
  10. Élément de construction selon au moins la revendication 9,
    caractérisé en ce qu'une barre destinée à absorber les forces transversales peut être placée entre les deux éléments de compression et être fixée à ceux-ci.
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
CZ2002-282A CZ304661B6 (cs) 2001-01-23 2002-01-23 Stavební dílec pro tepelnou izolaci mezi dvěma stavebními částmi
JP2002014412A JP3920102B2 (ja) 2001-01-23 2002-01-23 断熱構造ユニット

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

Family

ID=7671472

Family Applications (2)

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

Family Applications Before (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) EP1669501A1 (fr)
AT (1) ATE386850T1 (fr)
DE (2) DE10102930A1 (fr)
DK (1) DK1225283T4 (fr)

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE502004005013D1 (de) * 2004-02-11 2007-10-31 Halfen Gmbh Thermisch isolierendes Bauelement
DE102004020914B4 (de) * 2004-04-28 2008-05-29 Max Frank Gmbh & Co Kg Kragplattenanschlusselement
DE102008029701A1 (de) 2008-06-24 2009-12-31 Schöck Bauteile GmbH Bauelement zur Wärmedämmung und Dämmmaterial für Bauanwendungen
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
JP2014525523A (ja) 2011-08-11 2014-09-29 シェック・バウタイレ・ゲー・エム・ベー・ハー 断熱目的の構造要素
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
DE202013006229U1 (de) * 2013-07-11 2014-10-13 H-Bau Technik Gmbh Thermisch isolierendes Bauteil
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

Citations (6)

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Publication number Priority date Publication date Assignee Title
EP0034332A2 (fr) † 1980-02-14 1981-08-26 Eberhard Schöck Elément de construction pour l'isolation thermique de bâtiments
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
DE19508292A1 (de) † 1995-03-09 1996-09-12 Rolf Hirn Bauelement zur Wärmedämmung von Gebäuden
DE19652165A1 (de) † 1996-12-05 1998-06-18 Syspro Gruppe Betonbauteile E Fertigbauteil für eine auskragende Balkonplatte
EP0933482A2 (fr) † 1998-01-28 1999-08-04 Syspro-Gruppe Betonbauteile e.V. Elément préfabriqué pour dalle de balcon en porte-à-faux

Family Cites Families (8)

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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
DE9410288U1 (de) * 1993-12-22 1994-10-13 Max Frank Gmbh & Co Kg, 94339 Leiblfing Balkonanschluß
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
DE19711813C2 (de) * 1997-03-21 2000-03-09 Fraunhofer Ges Forschung Thermisch isolierendes Bauelement
DE19741027A1 (de) * 1997-09-18 1999-03-25 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung
DE20010770U1 (de) * 2000-06-13 2000-09-21 Dießler, Jörg, Dipl.-Ing. (FH), 01768 Reinhardtsgrimma Hochwärmedämmender Bewehrungskorb mit wärmedämmenden Bewehrungsgliedern

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0034332A2 (fr) † 1980-02-14 1981-08-26 Eberhard Schöck Elément de construction pour l'isolation thermique de bâtiments
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
DE19508292A1 (de) † 1995-03-09 1996-09-12 Rolf Hirn Bauelement zur Wärmedämmung von Gebäuden
DE19652165A1 (de) † 1996-12-05 1998-06-18 Syspro Gruppe Betonbauteile E Fertigbauteil für eine auskragende Balkonplatte
EP0933482A2 (fr) † 1998-01-28 1999-08-04 Syspro-Gruppe Betonbauteile e.V. Elément préfabriqué pour dalle de balcon en porte-à-faux

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
H-Bau Tecknik: Prospekt"Die neue Generation ist ISOPRO" 2001 Allgemeine bauaufsichtlichen Zulassung Nr. Z-15.7-185 des Deutsches Institut für Bautechnik †

Also Published As

Publication number Publication date
EP1669501A1 (fr) 2006-06-14
ATE386850T1 (de) 2008-03-15
DK1225283T4 (en) 2015-02-02
DK1225283T3 (da) 2008-06-23
EP1225283B1 (fr) 2008-02-20
DE10102930A1 (de) 2002-07-25
EP1225283A1 (fr) 2002-07-24
DE50211716D1 (de) 2008-04-03

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