EP0750076A1 - Elément de construction pour isolation thermique - Google Patents

Elément de construction pour isolation thermique Download PDF

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Publication number
EP0750076A1
EP0750076A1 EP96103030A EP96103030A EP0750076A1 EP 0750076 A1 EP0750076 A1 EP 0750076A1 EP 96103030 A EP96103030 A EP 96103030A EP 96103030 A EP96103030 A EP 96103030A EP 0750076 A1 EP0750076 A1 EP 0750076A1
Authority
EP
European Patent Office
Prior art keywords
spacer
outer part
insulating body
component according
bars
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
EP96103030A
Other languages
German (de)
English (en)
Other versions
EP0750076B1 (fr
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=7768345&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP0750076(A1) "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
Publication of EP0750076A1 publication Critical patent/EP0750076A1/fr
Application granted granted Critical
Publication of EP0750076B1 publication Critical patent/EP0750076B1/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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B2005/322—Floor structures wholly cast in situ with or without form units or reinforcements with permanent forms for the floor edges

Definitions

  • the invention relates to a component for thermal insulation between two components, in particular a part of the building to be concreted and a cantilevered outer part, consisting of an insulating body to be laid between them with integrated reinforcing bars that extend through the insulating body, protrude on both sides and to the building part and the outer part are anchored.
  • the present invention has for its object to open up new areas of application, specifically to improve the components so that they are not only suitable for cantilevered external parts made of concrete, but also from other materials, such as wood.
  • the component according to the invention should also have advantages in the case of external parts made of concrete, and regardless of the building material of the outer part, the thermal insulation properties should be fully preserved.
  • reinforcing bars projecting in the direction of the outer part at least partially have a spacer which distances the outer part from the insulating body.
  • the spacer There are various options for the design of the spacer. If the outer part is to be made of in-situ concrete, if necessary using an element ceiling (prefabricated lower formwork with reinforcement layer), it is advisable if the spacer is formed by a plate with an approximately vertical outer surface, which serves as formwork for the end face of the outer part facing the insulating body . Depending on the material of the spacer, it can remain as lost formwork and as a veneer on the outer part or can be removed after it has hardened.
  • the spacer can also be formed by a layer directly adjoining the insulating body, which consists of a somewhat less stable material (e.g. EPS with low density and formlining) than the insulating body and is removed after the outer part has hardened.
  • a layer directly adjoining the insulating body which consists of a somewhat less stable material (e.g. EPS with low density and formlining) than the insulating body and is removed after the outer part has hardened.
  • the spacer can also consist of an angle bar, in particular made of metal, the horizontal leg of which serves to transmit transverse force from the outer part to the reinforcement.
  • the spacer is particularly suitable for the connection of wooden cantilevers or steel cantilevers.
  • the spacer can also have lateral tabs for enclosing the associated cantilever arm, which on the one hand facilitates the positioning of the cantilever arm connection and on the other hand its connection to the spacer.
  • the compression and possibly also the tension rods of the reinforcement of the insulating body projecting in the direction of the outer part have a screw connection at their end.
  • This screw connection is expediently arranged in the space created by the spacer between the insulating body and the outer part and thus allows a convenient assembly of the prefabricated outer part as soon as the insulating body with its reinforcement is held by the hardened ceiling plate of the building.
  • the spacer itself is at least with the compression and / or shear bars of the reinforcement of the insulating body connected. If it is also equipped with tension rods, these can also be used to fix the spacer.
  • the spacer can be connected to the reinforcement by welding, but also detachably, for example by screwing.
  • the component shown in the exemplary embodiments basically consists of an approximately cuboidal insulating body 1, which is arranged between a building-side concrete slab and a projecting outer part, which can be made of different materials. It is traversed in the upper region by tension rods 2, in the lower region by compression rods 3, and also to absorb the weight of the projecting outer part of transverse force rods 4, which come obliquely or vertically downwards through the insulating body coming from the building-side tensile zone and in the region of the pressure zone of the emerge from the projecting component. From the drawn course of the shear bars it follows that one has to imagine the building on the left of the insulating body 1 and the projecting outer part on the right.
  • a spacer 5 running parallel to it is arranged on the side of the insulating body 1 facing the projecting outer part at a distance of several centimeters from the insulating body.
  • it consists of a vertical formwork board 5a, which has approximately the same height as the insulating body 1 and has a leg 5b projecting horizontally outwards at its lower end.
  • This spacer is held by the reinforcement bars and additionally reinforced in the lower area by an angle bar 6 welded to the pressure bars 3 and shear bars 4.
  • the connection of the transverse force bars with the angle strip is made via individual flat bars 4a, which on the side facing the insulating body 1 the angle bar 6 are welded and on the other hand have a slot into which the lower end of the transverse force rod protrudes and is welded there.
  • the spacer 5 is particularly suitable for external parts made of in-situ concrete, for example using element ceilings as lost lower formwork, as indicated by reference number 7. Concrete or a concrete-like material is used as the material for the spacer 5, but other materials are also possible.
  • the spacer consists of a layer 15 arranged on the side of the insulating body facing the outer part.
  • the layer 15 can also be made thinner and supported on the insulating body by means of removable spacer elements.
  • the angle bar 6 is arranged in Figure 3 outside of the spacer 15 and is concreted into the outer part in order to absorb its compressive and transverse forces.
  • Figures 4 and 5 show a design that is particularly intended for the connection of external parts made of wood.
  • a spacer 25 is used, which corresponds to the previously described angle bar 6, but which can also be arranged somewhat lower or higher.
  • Its horizontal leg 25a lies approximately at the level of the lower edge of the insulating body, so that it can be used directly as a support for a wooden beam 26 and absorbs its compressive and transverse forces.
  • the upper part of the wooden beam is traversed by the tension rods 2 and held by nuts 27, which can be screwed onto a thread at the end of the tension rods. It is reproduced in the drawing with shortened lines, greatly shortened. In fact, it has a length of more than half a meter so that the actual cantilever beams, which are indicated in FIG. 5 by the reference numerals 28 and 29, can be screwed onto its cheeks via a series of transverse bores 26a.
  • FIGS. 4 and 5 show a design that is particularly suitable for the assembly of prefabricated outer parts, regardless of the material.
  • the insulating body with the reinforcing bars and the spacer 25 is constructed in the same way as in FIGS. 4 and 5. Only the tension rods no longer run continuously from the insulating body to the outer part, but each have a releasable connection in the form of a screw sleeve 30 in the intermediate space formed by the spacer 25.
  • the tension rods 2 coming from the insulating body thus run out of thread shortly behind the insulating body, on which over the sleeve 30 an aligned Tension rod 2a, which has an opposite thread at its end, can be connected.
  • the tension rods 2a can be concreted into a concrete part 36, but instead they can also be part of a metal or wooden beam.
  • the outer part 36 can be prefabricated together with the tension rod 2a and possibly other accessories. For assembly at the construction site, it is sufficient to place it on the angled spacer 25 and screw the protruding tie rods 2a over the sleeves 30 and, if necessary, by further screw connection 25b on the spacer 25.
  • the sleeves 30 offer the particular advantage that the inclination of the outer part is precisely adjusted can be.
  • Figures 8 and 9 show a variant that is suitable for connecting steel beams.
  • a spacer 35 in the form of a vertical stop plate is connected to the outside end of the compression rods 3 and a shear force rod 4, and the ends of the tension rods 2 located above have a thread.
  • a steel cantilever beam 46 with a vertical mounting plate 46a which has corresponding connecting bores, can be placed on the tension rods 2 or placed on the stop plate 35 and screwed there in a horizontal orientation.
  • the insulating bodies are equipped with tension rods 2, to which the spacer is also partially attached.
  • the tension rods 2 can, however, be dispensed with if the projecting component has its own support on the outer end Has ground. In any case, it is advisable to connect the spacer with at least two pressure rods and at least one transverse force rod.

Landscapes

  • 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)
EP96103030A 1995-06-24 1996-02-29 Elément de construction pour isolation thermique Expired - Lifetime EP0750076B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19528130A DE19528130B4 (de) 1995-06-24 1995-06-24 Bauelement zur Wärmedämmung
DE19528130 1995-06-24

Publications (2)

Publication Number Publication Date
EP0750076A1 true EP0750076A1 (fr) 1996-12-27
EP0750076B1 EP0750076B1 (fr) 1999-01-13

Family

ID=7768345

Family Applications (1)

Application Number Title Priority Date Filing Date
EP96103030A Expired - Lifetime EP0750076B1 (fr) 1995-06-24 1996-02-29 Elément de construction pour isolation thermique

Country Status (3)

Country Link
EP (1) EP0750076B1 (fr)
AT (1) ATE175745T1 (fr)
DE (2) DE19528130B4 (fr)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1088943A2 (fr) * 1999-09-30 2001-04-04 MEA MEISINGER Stahl und Kunststoff GmbH Support de montage avec accessoire de montage
EP1887155A1 (fr) * 2006-08-08 2008-02-13 HALFEN GmbH Elément d'isolation thermique
WO2008037404A1 (fr) * 2006-09-25 2008-04-03 Max Frank Gmbh & Co. Kg Construction en béton armé pour un bâtiment, et procédé permettant d'ériger ladite structure
EP3839162A1 (fr) * 2019-12-16 2021-06-23 HALFEN GmbH Composant thermo-isolant destiné à être utilisé dans une fente de séparation entre deux parties de construction et construction
US12012743B2 (en) 2021-02-01 2024-06-18 Leviat GmbH Device for thermally insulating, force-transmitting retrofitting of a second load-bearing construction element to a first load-bearing construction element and structure with such a device

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE19908388B4 (de) * 1999-02-26 2008-10-30 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
DE29903589U1 (de) 1999-02-26 1999-05-20 Schöck Bauteile GmbH, 76534 Baden-Baden Bauelement zur Wärmedämmung
DE102010027661B4 (de) * 2010-07-19 2012-08-02 Schöck Bauteile GmbH Schalungsvorrichtung und Verfahren zum Schaffen einer Aussparung beim Gießen eines Gebäudebauteils
DE202016102527U1 (de) 2016-05-11 2017-08-16 cw Tec Gesellschaft für Werkzeug- und Maschinenbau mbH Bauelement
DE202022102705U1 (de) 2022-05-17 2022-05-31 Cbg Composites Gmbh Wärmedämmendes 3D-Erzeugnis aus Basaltfaser
DE202024100516U1 (de) 2024-02-02 2024-02-14 Cbg Composites Gmbh Gasdurchlässiges 3D-Wärmeisolationsprodukt aus Basaltfasern

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3403537A1 (de) * 1984-02-02 1985-08-08 Veit Dennert KG Baustoffbetriebe, 8602 Schlüsselfeld Balkonfertig-bauelement fuer gebaeude
DE8417440U1 (de) * 1984-06-08 1985-10-10 Halfeneisen GmbH & Co KG, 4000 Düsseldorf Konsole zum Verbinden einer auskragenden Platte mit einer Wand, Decke od. dgl.
DE4341935C1 (de) * 1993-12-09 1995-04-20 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH652160A5 (de) * 1983-03-11 1985-10-31 Walter Egger Kragplattenanschlusselement.
DE3426538A1 (de) * 1984-07-18 1986-01-23 Schöck, Eberhard, Ing.(grad.), 7570 Baden-Baden Bauelement zur waermedaemmung bei gebaeuden
CH676615A5 (fr) * 1988-04-22 1991-02-15 Bau Box Ewiag
DE4103278A1 (de) * 1991-02-04 1992-08-13 Schoeck Bauteile Gmbh Bauelement zur waermedaemmung bei gebaeuden
DE4302682A1 (de) * 1993-02-01 1994-08-04 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3403537A1 (de) * 1984-02-02 1985-08-08 Veit Dennert KG Baustoffbetriebe, 8602 Schlüsselfeld Balkonfertig-bauelement fuer gebaeude
DE8417440U1 (de) * 1984-06-08 1985-10-10 Halfeneisen GmbH & Co KG, 4000 Düsseldorf Konsole zum Verbinden einer auskragenden Platte mit einer Wand, Decke od. dgl.
DE4341935C1 (de) * 1993-12-09 1995-04-20 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1088943A2 (fr) * 1999-09-30 2001-04-04 MEA MEISINGER Stahl und Kunststoff GmbH Support de montage avec accessoire de montage
EP1088943A3 (fr) * 1999-09-30 2003-06-18 MEA MEISINGER Stahl und Kunststoff GmbH Support de montage avec accessoire de montage
EP1887155A1 (fr) * 2006-08-08 2008-02-13 HALFEN GmbH Elément d'isolation thermique
WO2008037404A1 (fr) * 2006-09-25 2008-04-03 Max Frank Gmbh & Co. Kg Construction en béton armé pour un bâtiment, et procédé permettant d'ériger ladite structure
EP2069581B2 (fr) † 2006-09-25 2014-03-19 Max Frank GmbH & Co. KG Construction en béton armé pour un bâtiment
EP3839162A1 (fr) * 2019-12-16 2021-06-23 HALFEN GmbH Composant thermo-isolant destiné à être utilisé dans une fente de séparation entre deux parties de construction et construction
US12012743B2 (en) 2021-02-01 2024-06-18 Leviat GmbH Device for thermally insulating, force-transmitting retrofitting of a second load-bearing construction element to a first load-bearing construction element and structure with such a device

Also Published As

Publication number Publication date
DE59601133D1 (de) 1999-02-25
DE19528130A1 (de) 1997-01-02
ATE175745T1 (de) 1999-01-15
DE19528130B4 (de) 2005-07-21
EP0750076B1 (fr) 1999-01-13

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