EP0933483B1 - Elément de construction pour l'isolation thermique - Google Patents

Elément de construction pour l'isolation thermique Download PDF

Info

Publication number
EP0933483B1
EP0933483B1 EP98123421A EP98123421A EP0933483B1 EP 0933483 B1 EP0933483 B1 EP 0933483B1 EP 98123421 A EP98123421 A EP 98123421A EP 98123421 A EP98123421 A EP 98123421A EP 0933483 B1 EP0933483 B1 EP 0933483B1
Authority
EP
European Patent Office
Prior art keywords
building
transverse load
element according
load bar
bar
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
EP98123421A
Other languages
German (de)
English (en)
Other versions
EP0933483A2 (fr
EP0933483A3 (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
Application filed by Schoeck Bauteile GmbH filed Critical Schoeck Bauteile GmbH
Publication of EP0933483A2 publication Critical patent/EP0933483A2/fr
Publication of EP0933483A3 publication Critical patent/EP0933483A3/fr
Application granted granted Critical
Publication of EP0933483B1 publication Critical patent/EP0933483B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

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, especially between a building and a cantilever Outer part, consisting of an insulating body to be laid between them with at least one pressure element and a shear bar, the each run through the insulating body transversely to the longitudinal extent thereof, wherein the pressure element via terminal pressure plates in There is an operative connection with both components, and the transverse force rod starting from the building side diagonally from top to bottom through the Insulator runs through and protrudes into the components on both sides.
  • the present invention is based on the object, the To improve shear bars in terms of installation conditions, thereby the component for thermal insulation is even easier to install design without on the other hand reducing the Transverse forces cause transferable forces.
  • This object is achieved in that the support element for mutual force-transmitting support on a section of the shear bar rests, and that the transverse force rod in the area of the cantilever Angled upwards after passing under the support element and runs in the direction of the train zone.
  • the support element enables the appropriate positioning not only a backing in the bending area of the shear force of the shear force rod, but above all leads the force-transmitting connection with the transverse force rod in an advantageous manner that the force passed from the support element into the lateral force rod and then up into the Tensile zone is transmitted, causing the spalling of the concrete in the addressed Area of the highly deformed shear bar is avoided.
  • transverse force rod with the support element is positively connected, that is, not just vertically, but also in a horizontal direction transverse to the direction of extension of the shear bar forces can be transmitted in the direction, whereby the advantages of the invention can be further improved.
  • the support element is part of a part with two components that are operatively connected to transmit pressure force, horizontally extending through the insulating body pressure element is formed, namely in particular from one terminal to the Printing element cited printing plate, which in most applications to be arranged in the area of the bent shear bar anyway is.
  • the support element can also be spaced apart arranged by the pressure element in the projecting outer part and for better Position fixation must be connected to at least two shear bars.
  • the preferred direction of extension of the support element parallel to the longitudinal extent of the insulating body that is to say in the horizontal direction perpendicular to that formed by each shear bar Level.
  • shear bar Pressure plate traversed in the area of its horizontal center to thereby to get a symmetrical power distribution or transmission that is free of additional horizontal transverse forces.
  • the underpass not only the lower pressure plate area means, but also consist of crossing the pressure plate can be in a higher area of the pressure plate, which is the power transmission still favored.
  • the pressure plate can have a recess for crossing of the transverse force rod, which either enclosed on all sides and is adapted to the cross section of the transverse force rod and so the Form-fit with the transverse force rod, or the particular after is open at the bottom, so that the vertical insertion of the pressure plate and Allow shear bar.
  • the positive connection could in this case take place via a snap connection, the pressure plate then surrounds the lateral force rod on the side and on its upper side and after the insertion.
  • connection points towards a material connection Connection such as a welded joint has the advantage that it is much easier to assemble with the same power transmission, which is especially important when the components for thermal insulation are finally assembled effect.
  • Compression bars can consist of, for example, a deformed Flat bar with a corresponding recess for crossing the Shear force through the pressure element.
  • This flat bar can at least be provided at one end with a pressure plate through at least an immediately formed approximately vertically extending bend is formed is.
  • FIG. 1 shows a component according to the invention for thermal insulation 1, that between a building (to be arranged on the right in FIG. 1) and a building projecting outer part (to be arranged on the left in FIG. 1) becomes.
  • a building to be arranged on the right in FIG. 1
  • a building projecting outer part to be arranged on the left in FIG. 1 becomes.
  • it has an extending between the two components Insulating body 2 and arranged transversely to the longitudinal extent of the insulating body Pressure elements 3, shear bars 4 and 5 tension bars.
  • This Reinforcement elements protrude from the insulating body 2 and are consequently anchored in the concrete of the respective adjacent component.
  • the pressure elements 3 are made a flat bar is formed which has terminal pressure plates 6 which are formed by vertical turns of the flat bar.
  • the printing elements protrude slightly into the adjacent concrete components.
  • FIGS. 4 to 7 An alternative embodiment is shown in FIGS. 4 to 7, in which a component 11 for thermal insulation is shown, which consists of an insulating body 12, tension rods 13, transverse force rods 14 and pressure elements 15 consists.
  • a support element 16 is provided, which is not is formed from parts of the printing elements, but from a separate one Rod section which is in the horizontal direction parallel to the longitudinal extension of the Insulator runs.
  • This support element 16 is in the region of its ends on two spaced apart pressure elements 15 supported while it in the area of the horizontal center on the bent area of the Shear bar 14 is. This touches the concrete of support element and shear bar for the above Advantages of the improved power transmission on the one hand and the better Bendability of the shear bar without chipping the concrete in the bent area on the other hand.
  • the variant of a component 31 shown in FIGS. 12 to 15 with an insulating body 32, tension rods 33, transverse force rods 34 and one Support element 36 differs from this embodiment from Figures 4 to 7 only in that the support element is not like the rod section 16 has a cylindrical shape, but only semi-cylindrical is formed, with its rounded outer surface in the bend of two spaced-apart transverse force bars 34 rests, while the flat outer surface is oriented horizontally is and thereby a better contact surface for absorbing force from the cantilever Offers outer part on the support element.
  • Support element from Figures 12 to 15 regardless of pressure elements arranged.
  • FIGS. 8 to 11 there is a component 21 for thermal insulation from an insulating body 22, tension rods 23, Shear bars 24 and pressure elements 25, the two terminal Pressure plate 26 connecting pressure plates 27 acts as a support element, by being traversed by the transverse force rod 24. Since the pressure rod 26 runs exactly perpendicular to the longitudinal extension of the insulating body, must the shear force rod for this - as can best be seen from FIG. 10 - one have lateral offset, which makes it from the top Insulator coming out on one side of the pressure rod runs below, passes under it on the underside and then on the other Side up again vertically into the train zone. This extends the component assigned to the building and the insulating body extending section of the shear bar in a plane that is parallel to the plane in which the section assigned to the projecting component of the shear force runs.
  • FIGS. 16 to 19 finally show an exemplary embodiment of a Component 41 for thermal insulation, in which a support element 46 applied a total of three shear bars 44 and this from one common printing plate for four printing elements 45 there. It should be noted that the support element 46 in the form of the common Pressure plate can also extend over the entire length of the component is usually 100 cm.
  • the support element 46 has cutouts 48 in the lower region, through which the transverse force bars 44 with their traversing the support element Sections extend, the recesses 48 one of the Have rod diameter of the transverse force bars adapted width and hereby a positive connection between the support element and Enable shear bars.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Thermal Insulation (AREA)
  • Building Environments (AREA)
  • Insulated Conductors (AREA)
  • Macromolecular Compounds Obtained By Forming Nitrogen-Containing Linkages In General (AREA)
  • Reinforcement Elements For Buildings (AREA)

Claims (14)

  1. Élément de construction pour l'isolation thermique (1) entre deux parties d'une construction, notamment entre un bâtiment et une partie extérieure en saillie, constitué d'un corps isolant (2) à poser entre les deux parties, avec au moins un élément de pression (3) et une barre de force transversale (4), qui s'étendent respectivement à travers le corps isolant transversalement à l'étendue longitudinale de ce dernier, l'élément de pression (3) étant en liaison fonctionnelle avec les deux parties de construction par l'intermédiaire de plaques de pression terminales (6), et la barre de force transversale (4) s'étendant en oblique de haut en bas à travers le corps isolant à partir du côté du bâtiment et dépassant de part et d'autre dans les parties de construction, un élément d'appui (6, 16, 26, 36, 46) étant prévu dans la région de la partie extérieure en saillie, caractérisé en ce que l'élément d'appui, repose, en vue d'un soutien mutuel en transmission de force, sur un tronçon de la barre de force transversale (4, 14, 24, 34, 44), et en ce que la barre de force transversale est, dans la région de la partie extérieure en saillie, coudée vers le haut après être passée en dessous de l'élément d'appui, et s'étend en direction de la zone de traction.
  2. Élément de construction selon la revendication 1, caractérisé en ce que la région du coude de la barre de force transversale (4, 14, 24, 34, 44) se raccorde au moins directement à la région du passage en dessous de l'élément d'appui (6, 16, 26, 36, 46), et notamment coïncide au moins partiellement avec cette région de passage.
  3. Élément de construction selon au moins une des revendications précédentes, caractérisé en ce que la barre de force transversale (4, 14, 24, 34, 44), après son coude, s'étend verticalement et parallèlement au corps isolant en direction de la zone de traction.
  4. Élément de construction selon au moins une des revendications précédentes, caractérisé en ce que le coude de la barre de force transversale (4, 14, 24, 34, 44) présente un rayon de courbure qui est inférieur à environ deux fois le diamètre de la barre.
  5. Élément de construction selon au moins la revendication 1, caractérisé en ce que la barre de force transversale (4, 14, 24, 34, 44), dans la zone de traction de la partie extérieure en saillie, passe par un coude de son étendue verticale à une étendue horizontale, et s'étend parallèlement à une barre de traction (5, 13, 23, 33) disposée en cet endroit.
  6. Élément de construction selon au moins une des revendications précédentes, caractérisé en ce que l'élément d'appui (6, 26, 46) est assemblé en engagement positif à la barre de force transversale (4, 24, 44).
  7. Élément de construction selon au moins une des revendications précédentes, caractérisé en ce que l'élément d'appui (6, 26, 46) est formé par une partie d'un élément de pression se trouvant en liaison fonctionnelle avec les deux parties de construction pour la transmission d'une force de pression et s'étendant horizontalement à travers le corps isolant, et notamment est formé par une plaque de pression rattachée terminalement à l'élément de pression.
  8. Élément de construction selon au moins la revendication 6, caractérisé en ce que l'élément d'appui (6, 46) présente un évidement (8, 48) pour le passage de la barre de force transversale (4, 44) à travers ou en dessous de cet élément.
  9. Élément de construction selon au moins la revendication 6, caractérisé en ce que l'assemblage en engagement positif entre l'élément d'appui (6, 46) et la barre de force transversale (4, 44) s'effectue au moyen d'un assemblage par crantage.
  10. Élément de construction selon au moins une des revendications 6, 8 ou 9, caractérisé en ce que l'élément d'appui (6, 46) entoure la barre de force transversale (4, 44) sur la face supérieure et sur les faces latérales de celle-ci.
  11. Élément de construction selon au moins une des revendications précédentes, caractérisé en ce que l'élément d'appui (36, 46) est raccordé à au moins deux barres de force transversale (34, 44).
  12. Élément de construction selon au moins une des revendications précédentes, caractérisé en ce que l'élément d'appui (16, 36) s'étend parallèlement à l'étendue longitudinale du corps isolant (12, 32).
  13. Élément de construction selon au moins la revendication 7, caractérisé en ce que l'élément de pression (3, 45) est constitué d'au moins deux barres de pression mutuellement reliées par l'intermédiaire d'une plaque de pression commune (6, 46).
  14. Élément de construction selon au moins la revendication 7, caractérisé en ce que l'élément de pression (3) est constitué d'une barre plate déformée de telle sorte que la plaque de pression (6) est formée, à au moins une extrémité de la barre plate, par au moins une courbure directement formée sur la barre et s'étendant approximativement verticalement.
EP98123421A 1998-02-03 1998-12-09 Elément de construction pour l'isolation thermique Expired - Lifetime EP0933483B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19804038A DE19804038A1 (de) 1998-02-03 1998-02-03 Bauelement zur Wärmedämmung
DE19804038 1998-02-03

Publications (3)

Publication Number Publication Date
EP0933483A2 EP0933483A2 (fr) 1999-08-04
EP0933483A3 EP0933483A3 (fr) 2000-04-19
EP0933483B1 true EP0933483B1 (fr) 2003-04-02

Family

ID=7856407

Family Applications (1)

Application Number Title Priority Date Filing Date
EP98123421A Expired - Lifetime EP0933483B1 (fr) 1998-02-03 1998-12-09 Elément de construction pour l'isolation thermique

Country Status (3)

Country Link
EP (1) EP0933483B1 (fr)
AT (1) ATE236307T1 (fr)
DE (2) DE19804038A1 (fr)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102011122589A1 (de) * 2011-12-30 2013-07-04 Schöck Bauteile GmbH Bauelement zur Wärmedämmung
DE202016103345U1 (de) 2016-06-23 2016-08-01 Max Frank Gmbh & Co. Kg Anschlusselement für lasteinleitende Bauteile
DE202016103344U1 (de) 2016-06-23 2016-08-01 Max Frank Gmbh & Co. Kg Anschlusselement für lasteinleitende Bauteile
DE202018104681U1 (de) * 2018-08-15 2018-10-01 H-Bau Technik Gmbh Brüstungsanker

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
ATE38069T1 (de) * 1984-01-13 1988-11-15 Pawe Ag Kragplattenanschlusselement.
DE3542467A1 (de) * 1985-11-30 1987-06-04 Camino Handelsgesellschaft Mbh Bausatz fuer eine stahlbeton-konsole zum abfangen eines verblendmauerwerks
AT396151B (de) * 1987-03-11 1993-06-25 Avi Alpenlaendische Vered Anschlusselement fuer kragplatten sowie aus mehreren anschlusselementen zusammengesetztes anschlusselement
DE4102332C2 (de) * 1991-01-26 1998-07-02 Frank Gmbh & Co Kg Max Balkonanschluß
DE4302683A1 (de) * 1993-02-01 1994-08-04 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung bei Gebäuden
DE4302682A1 (de) * 1993-02-01 1994-08-04 Schoeck Bauteile Gmbh Bauelement zur Wärmedämmung
AT964U1 (de) * 1994-10-31 1996-08-26 Hako Bautechnik Ges M B H Wärmedämmendes anschlussstück
DE19508292A1 (de) * 1995-03-09 1996-09-12 Rolf Hirn Bauelement zur Wärmedämmung von Gebäuden
DE29615018U1 (de) * 1996-08-29 1996-12-05 Eisenhofer, André, Dipl.-Ing. (FH), 86150 Augsburg Vorrichtung zur gemeinsamen Aufnahme von Druck- und Querkräften

Also Published As

Publication number Publication date
ATE236307T1 (de) 2003-04-15
EP0933483A2 (fr) 1999-08-04
DE59807734D1 (de) 2003-05-08
EP0933483A3 (fr) 2000-04-19
DE19804038A1 (de) 1999-08-05

Similar Documents

Publication Publication Date Title
DE2702750C3 (de) Gleitschuh für die Spanneinrichtung einer Gnfcenverbmivorrichtung
DE2731898A1 (de) Wandkonstruktion
DE3422905A1 (de) Vorrichtung zum verbinden einer balkonplatte und einer geschossdecke
EP0495334A1 (fr) Armature de cisaillement pour des plafonds plats
EP0933483B1 (fr) Elément de construction pour l'isolation thermique
CH678204A5 (fr)
WO1999028570A1 (fr) Piece d'accouplement
EP0834622B1 (fr) Liaison isolée thermiquement entre éléments extérieurs en béton, en particulier en porte-à-faux, et bâtiment
EP0750076B1 (fr) Elément de construction pour isolation thermique
EP1031668B1 (fr) Elément de construction pour l'isolation thermique
EP0831183B1 (fr) Elément de construction pour isolation thermique
EP1072729B1 (fr) Pièce de construction comme élément de connection entre deux parties de bâtiment
DE19908388A1 (de) Bauelement zur Wärmedämmung
EP2447434B1 (fr) Sous-structure de plafond métallique
DE2412381B2 (de) Befestigungsanordnung für Begrenzungstafeln in Form eines Gitters
EP0133875B1 (fr) Elément de construction isolant thermique pour bâtiments
EP1932978B1 (fr) Elément d'armature pour l'absorption de forces dans des plaques de béton dans la zone d'éléments d'appui
DE3321869C2 (fr)
DE19722028B4 (de) Bauelement zur Wärmedämmung
EP0353560A1 (fr) Espaceur pour armatures de béton
DE29808491U1 (de) Bewehrungselement für Schubbewehrungen
WO2004016874A1 (fr) Dalle en beton composite et ancre de maintien servant a assembler deux dalles en beton
EP2080841A2 (fr) Elément de pose de dalles en console
DE19652736B4 (de) Bauelement zur Wärmedämmung
CH653174A5 (en) Spring set of a relay having a contact spring which is not prestressed

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

AK Designated contracting states

Kind code of ref document: A2

Designated state(s): AT BE CH DE FR LI NL

AX Request for extension of the european patent

Free format text: AL;LT;LV;MK;RO;SI

PUAL Search report despatched

Free format text: ORIGINAL CODE: 0009013

AK Designated contracting states

Kind code of ref document: A3

Designated state(s): AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE

AX Request for extension of the european patent

Free format text: AL;LT;LV;MK;RO;SI

17P Request for examination filed

Effective date: 20000607

AKX Designation fees paid

Free format text: AT BE CH DE FR LI NL

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Designated state(s): AT BE CH DE FR LI NL

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: R. A. EGLI & CO. PATENTANWAELTE

REF Corresponds to:

Ref document number: 59807734

Country of ref document: DE

Date of ref document: 20030508

Kind code of ref document: P

ET Fr: translation filed
PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

26N No opposition filed

Effective date: 20040105

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: AT

Payment date: 20131216

Year of fee payment: 16

Ref country code: DE

Payment date: 20131217

Year of fee payment: 16

Ref country code: CH

Payment date: 20131218

Year of fee payment: 16

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: NL

Payment date: 20131216

Year of fee payment: 16

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 59807734

Country of ref document: DE

REG Reference to a national code

Ref country code: NL

Ref legal event code: V1

Effective date: 20150701

REG Reference to a national code

Ref country code: NL

Ref legal event code: V1

Effective date: 20150701

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 236307

Country of ref document: AT

Kind code of ref document: T

Effective date: 20141209

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: NL

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20150701

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CH

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20141231

Ref country code: DE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20150701

Ref country code: LI

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20141231

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: AT

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20141209

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 18

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: BE

Payment date: 20151221

Year of fee payment: 18

Ref country code: FR

Payment date: 20151218

Year of fee payment: 18

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: BE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20161231

REG Reference to a national code

Ref country code: FR

Ref legal event code: ST

Effective date: 20170831

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: FR

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20170102

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20161231