EP0609545A1 - Elément de construction pour l'isolation thermique - Google Patents

Elément de construction pour l'isolation thermique Download PDF

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Publication number
EP0609545A1
EP0609545A1 EP93120510A EP93120510A EP0609545A1 EP 0609545 A1 EP0609545 A1 EP 0609545A1 EP 93120510 A EP93120510 A EP 93120510A EP 93120510 A EP93120510 A EP 93120510A EP 0609545 A1 EP0609545 A1 EP 0609545A1
Authority
EP
European Patent Office
Prior art keywords
insulating body
bars
approximately
component according
loop
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
EP93120510A
Other languages
German (de)
English (en)
Other versions
EP0609545B1 (fr
Inventor
Gerhard 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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=6479320&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=EP0609545(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 EP0609545A1 publication Critical patent/EP0609545A1/fr
Application granted granted Critical
Publication of EP0609545B1 publication Critical patent/EP0609545B1/fr
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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 components to be concreted, in particular between a building and a cantilevered outer part, consisting of an insulating body to be laid between them with integrated metallic tensile, compressive and transverse force rods which extend transversely to the insulating body and through it protrude on both sides into the components to be concreted, the transverse force rods starting from the building side running obliquely from top to bottom through the insulating body and then protruding in the area of the pressure zone in the direction of the projecting outer part to be concreted.
  • each insulating body is equipped with a plurality of horizontally continuous tension and compression bars and with obliquely installed transverse force bars, the number of reinforcing bars depending on the length of the insulating body and that between the subsequent ones Concrete parts is dependent on transmitted forces.
  • the tension, compression and shear bars protrude horizontally from the insulating body, which ensures coverage with the connecting reinforcement of the components that connect on both sides.
  • the present invention seeks to improve the component, in particular to improve its stability. In addition, the assembly and manufacturing costs are to be reduced.
  • transverse force bars arranged in the vicinity of the pressure bars converge again with the start of the loop in the area of the projecting outer part to be concreted, forming an approximately vertical loop which extends upwards and is approximately perpendicular to the insulating body and in the loop area of the Shear force bars at the level of the pressure bars, a cross-directional distribution bar for edge reinforcement is fixed, in particular welded.
  • the distributor rod integrated according to the invention allows the position of the construction site reinforcement for the outer part to be fixed, because the plug-in stirrups at the end, which hold the tension and the pressure-absorbing Connect reinforcement elements, can be placed on the distributor bar in a simple manner, so that the spacers previously required for height fixing can be omitted.
  • the function of the stirrups can be taken over by the loops mentioned.
  • the preassembly of the distributor bar simplifies the production process, since assembly on the construction site is generally associated with greater effort. Pre-assembly also eliminates the risk of forgetting to assemble the distribution bar.
  • the distributor rod is preferably welded both to the transverse force rods and to the pressure rods. This results in an optimal positional fixation of the pressure rods and the transverse force rods relative to the insulating body.
  • the positions of the pressure rods or their pressure bearings on the one hand and the shear force rods on the other hand must be coordinated so that the distributor rod rests on the two reinforcement elements mentioned.
  • the thrust bearing can also be used to fasten the distributor rod and / or the transverse force rods, for example by arranging the distributor rod on the rear side facing the insulating body or on the front side of the thrust bearing.
  • the loop is designed approximately in the form of a flat rectangle, the narrow side lying away from the insulating body also being approximately semicircular, and the lower and upper loop parts running approximately horizontally, namely the lower part approximately at the height of the pressure rods and upper part approximately in the train area. Accordingly, the beginning and end of the loop converge at an angle of approximately 90 ° at a certain distance from the insulating body and are welded there.
  • the pressure rods are expediently provided at both ends with cross-sectional expansions in the form of plate-like thrust bearings, as a result of which the pressure forces to be transmitted are distributed over a larger contact surface on the concrete components at the joints. This reduces the Hertzian pressure that occurs.
  • the shear bars from stainless steel, at least within the insulating body and in the transition area adjacent on both sides.
  • the component consists of an essentially rectangular insulating body 1, which is arranged on the construction site between the concrete slabs to be concreted. It has a series of tension rods 2 in its upper region and a series of compression rods 3 in its lower region. While the pressure bars do not protrude very far on both sides, the tension bars protrude far into the components to be concreted.
  • the insulating body 1 carries a series of shear bars 4, which serve in the usual way to absorb the vertical weight of the projecting outer part.
  • shear bars 4 serve in the usual way to absorb the vertical weight of the projecting outer part.
  • the protruding part of the transverse force rod 4 assigned to the outer part B is extended to form a loop 4a, namely proceeding approximately horizontally from the beginning of its loop 4b, extending upwards in the form of a semicircle 4c, from there again approximately horizontally in the direction of Insulating body 1 runs back to run downward approximately above the pressure rod ends so that its end 4d forms an angle of approximately 90 ° with the beginning 4b of the loop described in this way at its crossing point.
  • the pressure rod which is designed as a plate-shaped thrust bearing 3a, and the loop end 4d of the transverse force rod 4
  • a horizontal distributor rod 5 running parallel to the insulating body 1. It is welded to the pressure rods 3 or their thrust bearing 3a as well as to the lower loop parts 4b of the shear force rods 4 and serves on the one hand as a support for the construction site reinforcement of the outer part to be concreted, and on the other hand for fixing the shear force rods 4 and pressure rods 3 relative to the insulating body.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Building Environments (AREA)
  • Insulated Conductors (AREA)
  • Macromolecular Compounds Obtained By Forming Nitrogen-Containing Linkages In General (AREA)
EP93120510A 1993-02-01 1993-12-20 Elément de construction pour l'isolation thermique Expired - Lifetime EP0609545B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE4302682A DE4302682A1 (de) 1993-02-01 1993-02-01 Bauelement zur Wärmedämmung
DE4302682 1993-02-01

Publications (2)

Publication Number Publication Date
EP0609545A1 true EP0609545A1 (fr) 1994-08-10
EP0609545B1 EP0609545B1 (fr) 1996-09-18

Family

ID=6479320

Family Applications (1)

Application Number Title Priority Date Filing Date
EP93120510A Expired - Lifetime EP0609545B1 (fr) 1993-02-01 1993-12-20 Elément de construction pour l'isolation thermique

Country Status (4)

Country Link
EP (1) EP0609545B1 (fr)
AT (1) ATE143081T1 (fr)
DE (2) DE4302682A1 (fr)
DK (1) DK0609545T3 (fr)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1754840A3 (fr) * 2005-08-18 2007-05-16 SCHÖCK BAUTEILE GmbH Elément de construction pour l'isolation thermique
EP2055845A2 (fr) 2007-11-02 2009-05-06 Debrunner Koenig Management AG Elément de montage de dalles en porte-à-faux
US7823352B2 (en) 2005-08-18 2010-11-02 Schöck Bauteile GmbH Construction element for heat insulation
EP3569779A1 (fr) 2018-05-18 2019-11-20 Schöck Bauteile GmbH Composant permettant le raccordement à pont thermique faible d'une partie extérieure en saillie à une enveloppe de bâtiment
EP3569778A1 (fr) 2018-05-18 2019-11-20 Schöck Bauteile GmbH Procédé de fabrication d'un composant, ainsi que composant permettant le raccordement à pont thermique faible d'une partie extérieure en saillie à une enveloppe de bâtiment

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE4342673A1 (de) * 1993-12-15 1995-06-22 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung
AT964U1 (de) * 1994-10-31 1996-08-26 Hako Bautechnik Ges M B H Wärmedämmendes anschlussstück
DE19528130B4 (de) * 1995-06-24 2005-07-21 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
DE19623298C2 (de) * 1996-05-23 2000-11-16 Richard Moosmann Verbindungselement
DE19638538A1 (de) * 1996-09-20 1998-03-26 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung
DE19640652A1 (de) * 1996-10-02 1998-04-09 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung
DE19711187A1 (de) * 1997-03-18 1998-09-24 Schoeck Bauteile Gmbh System zur Wärmedämmung
DE19804038A1 (de) * 1998-02-03 1999-08-05 Schoeck Bauteile Gmbh 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
DE202016103344U1 (de) * 2016-06-23 2016-08-01 Max Frank Gmbh & Co. Kg Anschlusselement für lasteinleitende Bauteile

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH677249A5 (en) * 1987-03-11 1991-04-30 Avi Alpenlaendische Vered Bridging grid for structural beams - is of rod construction, with short, bent spacer welded between upper and lower horizontals
DE4033505A1 (de) * 1990-10-20 1992-04-23 Schoeck Bauteile Gmbh Bauelement zur waermedaemmung bei gebaeuden

Family Cites Families (4)

* 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.
DE3422905A1 (de) * 1984-06-20 1986-01-02 Hansjörg Dipl.-Ing. 7542 Schömberg Braun Vorrichtung zum verbinden einer balkonplatte und einer geschossdecke
DE3739967A1 (de) * 1987-11-25 1989-06-08 Meisinger Kg M Stahltraeger fuer eine beton-kragplatte
DE9014573U1 (de) * 1990-10-20 1991-02-21 Schöck Bauteile GmbH, 7570 Baden-Baden Bauelement zur Wärmedämmung bei Gebäuden

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH677249A5 (en) * 1987-03-11 1991-04-30 Avi Alpenlaendische Vered Bridging grid for structural beams - is of rod construction, with short, bent spacer welded between upper and lower horizontals
DE4033505A1 (de) * 1990-10-20 1992-04-23 Schoeck Bauteile Gmbh Bauelement zur waermedaemmung bei gebaeuden

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP1754840A3 (fr) * 2005-08-18 2007-05-16 SCHÖCK BAUTEILE GmbH Elément de construction pour l'isolation thermique
US7823352B2 (en) 2005-08-18 2010-11-02 Schöck Bauteile GmbH Construction element for heat insulation
EP2055845A2 (fr) 2007-11-02 2009-05-06 Debrunner Koenig Management AG Elément de montage de dalles en porte-à-faux
EP3569779A1 (fr) 2018-05-18 2019-11-20 Schöck Bauteile GmbH Composant permettant le raccordement à pont thermique faible d'une partie extérieure en saillie à une enveloppe de bâtiment
EP3569778A1 (fr) 2018-05-18 2019-11-20 Schöck Bauteile GmbH Procédé de fabrication d'un composant, ainsi que composant permettant le raccordement à pont thermique faible d'une partie extérieure en saillie à une enveloppe de bâtiment

Also Published As

Publication number Publication date
DE4302682A1 (de) 1994-08-04
DK0609545T3 (da) 1996-10-07
EP0609545B1 (fr) 1996-09-18
ATE143081T1 (de) 1996-10-15
DE59303876D1 (de) 1996-10-24

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