EP1196665B1 - Grundelement für die einrichtung eines thermischen unterbrechers zwischen einer wand und einer betonplatte und gebäudestruktur mit entsprechender anwendung - Google Patents

Grundelement für die einrichtung eines thermischen unterbrechers zwischen einer wand und einer betonplatte und gebäudestruktur mit entsprechender anwendung Download PDF

Info

Publication number
EP1196665B1
EP1196665B1 EP01925660A EP01925660A EP1196665B1 EP 1196665 B1 EP1196665 B1 EP 1196665B1 EP 01925660 A EP01925660 A EP 01925660A EP 01925660 A EP01925660 A EP 01925660A EP 1196665 B1 EP1196665 B1 EP 1196665B1
Authority
EP
European Patent Office
Prior art keywords
slab
wall
elementary module
intended
elementary
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
EP01925660A
Other languages
English (en)
French (fr)
Other versions
EP1196665A1 (de
Inventor
Charles Toulemonde
Marion Escudero
Bernard Yrieix
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.)
Electricite de France SA
Original Assignee
Electricite de France SA
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 Electricite de France SA filed Critical Electricite de France SA
Publication of EP1196665A1 publication Critical patent/EP1196665A1/de
Application granted granted Critical
Publication of EP1196665B1 publication Critical patent/EP1196665B1/de
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
    • 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
    • E04B1/62—Insulation or other protection; Elements or use of specified material therefor
    • E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
    • E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
    • E04B2001/7679—Means preventing cold bridging at the junction of an exterior wall with an interior wall or a floor

Definitions

  • the invention relates to buildings comprising at least one thermal bridge break between a wall and a substantially horizontal concrete slab.
  • thermal bridge breakers located at the junction of the wall and the slab by the interposition of a thickness of insulation between the inner wall of the slab. wall and the end of the slab.
  • the mechanical connection of the slab to the wall is carried out by means of a reinforcement cast in both the concrete wall and the slab and through the thickness of insulation.
  • This reinforcement has a high thermal conductivity.
  • DE-A-198 14 452 is known vertical slats used to attach a horizontal slab to a wall.
  • the invention therefore aims to increase the thermal performance of such a thermal bridge breaker, while maintaining the mechanical properties required by the connection between the wall and the slab, which can extend, in some cases, substantially horizontally above a void.
  • the use of beams reduces the amount of material involved in the constitution of the mechanical link, therefore the propagation of heat and degradation of the thermal performance of the thermal breaker.
  • the shape of the beams can be optimized so as to reduce their cross section which also forms the heat passage section and that is therefore desired as small as possible, while maintaining the mechanical qualities required to ensure the connection between the slab and the wall.
  • the beams further improve the thermal performance of the thermal bridge breaker.
  • a thermal bridge breaker 1 located at the junction of a concrete wall 2 and a concrete slab 3 extending substantially horizontally is illustrated in FIG. 1. It comprises a thickness of insulator 4 interposed at the junction of the wall 2 and the slab 3 between a wall 5 of the wall 2 and an end 6 of the slab 3.
  • the thickness 4 of insulation extends along the length of the junction of the wall 2 and the slab 3 and fills the portion of the space delimited by the end 6 of the slab 3 and the wall 5 of the wall 2, which extend at a distance from each other substantially constant.
  • the wall 5 of the wall 2, located on the side of the slab 3, is coated with an insulator 2A.
  • the slab 3 extends substantially horizontally above the void, for example above the floor of a lower floor.
  • Beams 11 ensure the anchoring of the slab 3 in the wall 2 and the support of the slab 3 on the wall side. They are regularly distributed according to the length of the junction of the wall 2 and the slab 3. They extend in a plane substantially parallel to the plane of the slab 3 and are directed substantially perpendicular to the wall 5 of the wall 2. The beams 11 extend in a slice of the space limited by the upper and lower surfaces of the slab 3.
  • the beam 11 illustrated in Figure 3 has such a section T.
  • the T is returned as it is when the beam 11 is in its final position.
  • the profile comprises three holes 17 which extend along its length, and two of which are located at the respective ends of the flanges 18 of this T, the latter being housed inside the bulge 16 at the free end. from the foot of T.
  • the intermediate portion 14 of the beam 11 is, in turn, subjected to a shear force relative to the transmission of the weight of the slab 3, and secondly, to a bending moment resulting from the distance the point of application of this weight of the slab 3.
  • the surface of the cross section of the beam 11 allows it to withstand the shear force.
  • the bending moment it is the moment of inertia of the beam 11 which intervenes, and which one wishes maximum.
  • the shape of the beam 11 is from this point of view, quite interesting because of the presence of material at each end of the foot 15 of the T, namely the wings 18 of the T on the one hand, and the bulge 16 located at the free end of the foot 15 of the T on the other hand.
  • the slab 3 may also be subjected to stresses that tend to move it away from the wall and cause the stripping of the beam 11.
  • additional means for securing the beam to the slab are provided, for example in the form of crampons or means of connection to a reinforcement which forces the concrete of the slab 3 in which it is embedded.
  • an insulating material having a certain flexibility or even a certain flexibility will be preferred because of its ability to conform to the shapes of the wall 5.
  • Such elementary modules 21 are intended to be juxtaposed along the length of the junction of the wall 2 and the slab 3 to form a thermal bridge breaker 1 as described above.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Floor Finish (AREA)
  • Panels For Use In Building Construction (AREA)
  • Bridges Or Land Bridges (AREA)

Claims (16)

  1. Grundmodul (21), das dazu bestimmt ist, eine Wärmebrückenunterbrechung (1) zwischen einer Mauer (2) und einer im Wesentlichen horizontalen Betonplatte (3) zu bilden, umfassend:
    - mindestens einen Träger (11), der dazu bestimmt ist, ein Organ zur Verbindung der Platte (3) mit der Mauer (2) zu bilden, und eine reduzierte Wärmeleitfähigkeit besitzt, und
    - ein Längselement (22) aus isolierendem Material, das dazu bestimmt ist, zwischen die Platte (3) und die Mauer (2) eingesetzt zu werden, und von mindestens einem Kanal (23) zur Aufnahme des Trägers (11) ganz durchsetzt ist,
    dadurch gekennzeichnet, dass der Träger aus Verbundmaterial besteht und einen die Form eines "T" aufweisenden Querschnitt besitzt.
  2. Grundmodul (21) nach Anspruch 1, dadurch gekennzeichnet, dass der Querschnitt des Trägers (11) eine Verdickung (16) aufweist, die im Wesentlichen, am freien Ende des Fußes (15) des T gelegen ist.
  3. Grundmodul (21), das dazu bestimmt ist, eine Wärmebrückenunterbrechung (1) zwischen einer Mauer (2) und einer im Wesentlichen horizontalen Betonplatte (3) zu bilden, umfassend: .
    - mindestens einen Träger (11), der dazu bestimmt ist, ein Organ zur Verbindung der Platte (3) mit der Mauer (2) zu bilden, und eine reduzierte Wärmeleitfähigkeit besitzt, und
    - ein Längselement (22) aus einem isolierenden Material, das dazu bestimmt ist, zwischen die Platte (3) und die Mauer (2) eingesetzt zu werden, und von mindestens einem Kanal (23) zur Aufnahme des Trägers (11) ganz durchsetzt ist,
    dadurch gekennzeichnet, dass der Träger aus Verbundmaterial besteht und einen die Form eines "I" aufweisenden Querschnitts besitzt.
  4. Grundmodul (21) nach Anspruch 3, dadurch gekennzeichnet, dass der Träger (11) einen "Eisenbahnschienen"-Querschnitt besitzt.
  5. Grundmodul (21) nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, dass der Träger (11) aus einem mit Polyethylenfasern bewehrten Hochleistungrbeton hergestellt ist.
  6. Grundmodul (21) nach einem der Ansprüche 1 und 4, dadurch gekennzeichnet, dass der Träger (11) in Form eines Profilteils aus Polymer ausgeführt ist, das mit einem Glasfasernetz bewehrt ist und behandelt ist, um feuerfest zu sein.
  7. Grundmodul (21) nach einem der vorhergehenden Ansprüche, dadurch gekennzeichnet, dass ein Abschnitt (13) des Trägers (11), der an einem Ende des Trägers (11) gelegen ist und dazu bestimmt ist, in die Platte (3) eingebettet zu sein, zusätzliche Mittel (19) zur festen Verbindung mit der Platte (3) aufweist.
  8. Grundmodul (21) nach Anspruch 7, dadurch gekennzeichnet, dass die zusätzlichen Mittel (19) zur festen Verbindung Klammern umfassen.
  9. Grundmodul (21) nach Anspruch 7, dadurch gekennzeichnet, dass die zusätzlichen Mittel zur festen Verbindung Mittel, (19) zur Verbindung mit einer Bewehrung (20) in der Platte (3) umfassen.
  10. Grundmodul (21) nach Anspruch 8, dadurch gekennzeichnet dass das Profil des Trägers (11) Löcher (17) begrenzt, die sich gemäß seiner Länge erstrecken und dazu bestimmt sind, jeweils ein Eisen (19) fest aufzunehmen, das ein Mittel zur Verbindung mit der Bewehrung (20) der Platte (3) bildet.
  11. Grundnnodul (21) nach einem der Ansprüche 6 bis 10, dadurch gekennzeichnet, dass der Träger (11) in Form eines Profilteils ausgeführt ist.
  12. Grundmodul (21) nach einem der Ansprüche 1 bis 11, dadurch gekennzeichnet, dass der Träger (11) eine Umhüllung (9) umfast, die der Hydrolyse standhalten kann.
  13. Grundmodul (21) nach Anspruch 12, dadurch gekennzeichnet, dass die Umhüllung (9) aus einem Harz hergestellt ist.
  14. Baustruktur, umfassend:
    - mindestens eine Mauer (2),
    - mindestens eine im Wesentlichen horizontale Betonplatte (3) und
    - mindestens eine Wärmebrückenunterbrechung (1), umfassend eine Dämmstoffdicke (4), die an der Verbindung der Mauer (2) und der Platte (3) zwischen einer Wand (5) der Mauer (2) und einem entsprechenden Ende (6) der Platte (3) eingesetzt ist,
    dadurch gekennzeichnet, dass die Wärme brückenunterbrechung (1) eine Vielzahl von Grundmodulen (21) nach einem der Ansprüche 1 bis 13 umfasst, die längs der Verbindung regelmäßig verteilt sind, wobei jeder der Träger (11) der Grundmodule (21) an einem ersten Ende einen ersten Abschnitt (12), der an der Mauer (2) starr befestigt ist, an einem zweiten Ende einen zweiten Abschnitt (13), der in den Beton der Platte (3) eingebettet ist, und zwischen dem ersten Abschnitt (12) und dem zweiten Abschnitt (13) einen dritten Abschnitt (14) umfasst, der die Dämmstoffdicke (4) durchquert, wobei die Vielzahl von Trägern (11) die Unterstützung der Platte (3) auf der Seite der Mauer (2) und ihre Verankerung in der Mauer (2) gewährleistet.
  15. Baustruktur nach Anspruch 14, umfassend ein Grundmodul (21) nach einem der Ansprüche 1 bis 2, dadurch gekennzeichnet, dass der Fuß (15) und die Schenkel (18) des T, das im Wesentlichen den Querschnitt des Trägers (11) bildet, in einer im Wesentlichen vertikalen bzw. im Wesentlichen horizontalen Richtung gerichtet sind.
  16. Baustruktur nach Anspruch 15, dadurch gekennzeichnet, dass der Fuß (15) des T, das im Wesentlichen den Querschnitt des Trägers (11) bildet, im Wesentlichen nach oben gerichtet ist und dass die Schenkel (18) des T unter diesem Fuß (15) liegen.
EP01925660A 2000-05-11 2001-04-13 Grundelement für die einrichtung eines thermischen unterbrechers zwischen einer wand und einer betonplatte und gebäudestruktur mit entsprechender anwendung Expired - Lifetime EP1196665B1 (de)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
FR0006022A FR2808821B1 (fr) 2000-05-11 2000-05-11 Module elementaire pour la construction d'un rupteur de pont thermique entre un mur et une dalle de beton et structure de batiment en comportant application
FR0006022 2000-05-11
PCT/FR2001/001164 WO2001086082A1 (fr) 2000-05-11 2001-04-13 Module elementaire pour la constitution d'un rupteur de pont thermique entre un mur et une dalle de beton et structure de batiment en comportant application

Related Child Applications (1)

Application Number Title Priority Date Filing Date
EP06012713 Division 2006-06-21

Publications (2)

Publication Number Publication Date
EP1196665A1 EP1196665A1 (de) 2002-04-17
EP1196665B1 true EP1196665B1 (de) 2007-03-28

Family

ID=8850118

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01925660A Expired - Lifetime EP1196665B1 (de) 2000-05-11 2001-04-13 Grundelement für die einrichtung eines thermischen unterbrechers zwischen einer wand und einer betonplatte und gebäudestruktur mit entsprechender anwendung

Country Status (11)

Country Link
US (1) US6792728B2 (de)
EP (1) EP1196665B1 (de)
JP (1) JP2003532815A (de)
AT (1) ATE358218T1 (de)
AU (1) AU5234501A (de)
CA (1) CA2377216A1 (de)
DE (1) DE60127504T2 (de)
ES (1) ES2284638T3 (de)
FR (1) FR2808821B1 (de)
MX (1) MXPA02000350A (de)
WO (1) WO2001086082A1 (de)

Families Citing this family (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7661231B2 (en) * 2002-10-09 2010-02-16 Michael E. Dalton Concrete building system and method
US7424793B1 (en) 2004-05-07 2008-09-16 Thermafiber, Inc. Interlocking curtain wall insulation system
FR2910033B1 (fr) * 2006-12-15 2015-04-24 Applic Composants Guiraud Freres Soc Et "element de construction destine a etre positionne sur une paroi afin de constituer une partie d'un plancher d'etage, et isolant destine a etre accroche sur un tel element de construction"
MY151871A (en) * 2007-02-23 2014-07-14 Sai Cond Sales & Engineering Sdn Bhd Thermal breaker profiles
US8516762B1 (en) 2008-02-15 2013-08-27 Lightweight Structures LLC Composite floor systems and apparatus for supporting a concrete floor
US20090205285A1 (en) * 2008-02-15 2009-08-20 Lightweight Structures, Llc (A Wisconsin Limited Liability Company) Composite floor systems and apparatus for supporting a concrete floor
JP2009286517A (ja) * 2008-05-27 2009-12-10 Kyocera Mita Corp 給紙装置及びこれを搭載した原稿搬送装置、画像形成装置
US20100223870A1 (en) * 2009-03-04 2010-09-09 Cincinnati Thermal Spray Inc. Structural Member and Method of Manufacturing Same
DE102009011616A1 (de) * 2009-03-04 2010-09-09 Schöck Bauteile GmbH Schalungsvorrichtung und Verfahren zum Schaffen einer Aussparung beim Gießen eines Bauteils
CH701351A1 (de) * 2009-06-24 2010-12-31 Stefan Schweizer Kragplattenanschlusselement.
FR2948134B1 (fr) * 2009-07-16 2015-04-10 Ouest Armatures Profile parasismique pour la construction de rupteur de ponts thermiques
FR2948135A1 (fr) * 2009-07-16 2011-01-21 Ouest Armatures Module elementaire pour la construction de rupteur de ponts thermiques
US10344474B2 (en) * 2012-12-07 2019-07-09 Precasteel, LLC Stay-in-place forms and methods and equipment for installation thereof
US9783982B2 (en) * 2012-12-07 2017-10-10 Precasteel, LLC Stay-in-place fascia forms and methods and equipment for installation thereof
US11566424B2 (en) 2012-12-07 2023-01-31 Precasteel, LLC Stay-in-place forms and methods and equipment for installation thereof
US20150013255A1 (en) * 2013-03-14 2015-01-15 Christopher M. Hunt Hybrid cementitious buildings for a multi-level habitat
US10787809B2 (en) * 2015-03-23 2020-09-29 Jk Worldwide Enterprises Inc. Thermal break for use in construction
CN111133159B (zh) * 2017-08-18 2022-05-10 可耐福石膏两合公司 框、基本框架、模块、型材、用于模块化建造的结构元件组及模块化建筑
US11639626B1 (en) 2022-03-29 2023-05-02 Griffin Dussault Threshold system with an insulated thermal break device and related methods

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB513509A (en) * 1938-04-12 1939-10-13 F L Smidth Company Aktieselska Improvements in or relating to beams for building and constructional purposes
GB668485A (en) * 1950-01-10 1952-03-19 Nat Steel Corp Improvements in or relating to nail-receiving beams
DE19814452A1 (de) * 1997-04-01 1998-11-12 Anton H Erb Anschluß zwischen einem tragenden und einem frei auskragenden Bauteil
WO2000047834A1 (de) * 1999-02-12 2000-08-17 Avi Alpenländische Veredelungs-Industrie Gesellschaft M.B.H. Einrichtung zum anschliessen von kragplatten an eine wand- oder deckenkonstruktion

Family Cites Families (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US3487518A (en) * 1965-08-12 1970-01-06 Henry Hopfeld Method for making a reinforced structural member
US4059935A (en) * 1976-06-07 1977-11-29 W. R. Grace & Co. Post-applied waterstop
CH652160A5 (de) * 1983-03-11 1985-10-31 Walter Egger Kragplattenanschlusselement.
AU582901B2 (en) * 1985-10-07 1987-04-09 C.I. Kasei Co., Ltd. A waterstop
DE3542467A1 (de) * 1985-11-30 1987-06-04 Camino Handelsgesellschaft Mbh Bausatz fuer eine stahlbeton-konsole zum abfangen eines verblendmauerwerks
CH676615A5 (de) * 1988-04-22 1991-02-15 Bau Box Ewiag
US5195293A (en) * 1990-03-15 1993-03-23 Digirolamo Edward R Structural system for supporting a building utilizing light weight steel framing for walls and hollow core concrete slabs for floors and method of making same
EP0532140A1 (de) * 1991-09-13 1993-03-17 Board of Regents of the University of Nebraska Vorgefertigte Sandwichbetonbauplatten
US5325647A (en) * 1992-08-21 1994-07-05 Armstrong World Industries, Inc. Composite ceiling grid
DE19543768A1 (de) * 1995-11-20 1997-05-22 Frank Gmbh & Co Kg Max Balkonanschluß
US5699642A (en) * 1996-06-05 1997-12-23 Mcdevitt, Jr.; Charles Joseph Plastic rebar harness
DE19705698B4 (de) * 1997-02-14 2007-08-09 Döllen, Heinz von Vorgefertigtes, zwischen eine tragende Gebäudedecke und eine Balkonplattform im Zuge der Betonierung der Gebäudedecke und der Balkonplattform einzubetonierendes Dämmelement
DE19722051A1 (de) * 1997-05-27 1998-12-03 Schoeck Bauteile Gmbh Modulares Bauelementsystem zur Wärmedämmung

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB513509A (en) * 1938-04-12 1939-10-13 F L Smidth Company Aktieselska Improvements in or relating to beams for building and constructional purposes
GB668485A (en) * 1950-01-10 1952-03-19 Nat Steel Corp Improvements in or relating to nail-receiving beams
DE19814452A1 (de) * 1997-04-01 1998-11-12 Anton H Erb Anschluß zwischen einem tragenden und einem frei auskragenden Bauteil
WO2000047834A1 (de) * 1999-02-12 2000-08-17 Avi Alpenländische Veredelungs-Industrie Gesellschaft M.B.H. Einrichtung zum anschliessen von kragplatten an eine wand- oder deckenkonstruktion

Also Published As

Publication number Publication date
CA2377216A1 (fr) 2001-11-15
ATE358218T1 (de) 2007-04-15
DE60127504T2 (de) 2007-11-29
DE60127504D1 (de) 2007-05-10
AU5234501A (en) 2001-11-20
US6792728B2 (en) 2004-09-21
MXPA02000350A (es) 2002-07-02
FR2808821B1 (fr) 2003-05-09
FR2808821A1 (fr) 2001-11-16
JP2003532815A (ja) 2003-11-05
WO2001086082A1 (fr) 2001-11-15
EP1196665A1 (de) 2002-04-17
ES2284638T3 (es) 2007-11-16
US20030101669A1 (en) 2003-06-05

Similar Documents

Publication Publication Date Title
EP1196665B1 (de) Grundelement für die einrichtung eines thermischen unterbrechers zwischen einer wand und einer betonplatte und gebäudestruktur mit entsprechender anwendung
FR2611778A1 (fr) Plancher a collaboration bois-beton
EP2792806B1 (de) Vorgefertigte platte mit unterbrochener wärmebrücke, ihr herstellungsverfahren und baumethode einer decke mit einer solchen platte
EP2435641A1 (de) System zur aussenisolierung von gebäuden
EP3242980B1 (de) Verbessertes modul eines wärmebrückenschalters für aussenisolierte gebäude
EP0011555A1 (de) Verfahren zur Herstellung vorgefertigter Betonträger
EP2479354B1 (de) Modul das als thermische Trennung dient und mit einem Z-Profil ausgestattet ist
EP2309071B1 (de) Modulierbarer Blindboden
EP3061880B1 (de) Fertigbalkon mit rippen
FR2548711A1 (fr) Panneau d'isolation de facades par l'exterieur
EP1528175B1 (de) Verfahren zur Herstellung von Fassaden, Dächern oder Decken mit selbsttragenden feuerbeständigen Platten
FR2948135A1 (fr) Module elementaire pour la construction de rupteur de ponts thermiques
FR3075837A1 (fr) Procede de fabrication d'un plancher a rupture de pont thermique, support de reception pour rupteur thermique et plancher a rupture de pont thermique obtenu
FR2880639A1 (fr) Rupteur de ponts thermiques rapporte pour une structure de batiment.
EP3106576B1 (de) Fertigbalkon mit halbrippen
FR2486126A1 (fr) Elements modulaires pour la construction de mur isolant thermique et phonique
EP2464798B1 (de) Vorgefertigtes bauelement, zur vermeidung von wärmebrücken
BE1025884B1 (fr) Procede de fabrication d'un mur interieur et mur interieur obtenu
FR2854416A3 (fr) Rupteur de ponts thermiques et procede de construction de batiment comportant de tels elements
FR2854417A1 (fr) Rupteur de ponts thermiques et procede de construction de batiment comportant de tels elements.
FR2910033A1 (fr) "element de construction destine a etre positionne sur une paroi afin de constituer une partie d'un plancher d'etage, et isolant destine a etre accroche sur un tel element de construction"
FR2569746A1 (fr) Perfectionnement aux hourdis comportant l'isolant integre, et son mode de fabrication
BE1018818A3 (fr) Renforts longitudinaux integres dans l'epaisseur de panneaux isolants qui constituent des supports intermediaires d'ancrage desdits panneaux et audits panneaux, panneaux isolants qui en comportent au moin un.
FR2948134A1 (fr) Profile parasismique pour la construction de rupteur de ponts thermiques
FR2516121A1 (fr) Construction prefabriquee

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

17P Request for examination filed

Effective date: 20011129

AK Designated contracting states

Kind code of ref document: A1

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

AX Request for extension of the european patent

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

17Q First examination report despatched

Effective date: 20040330

17Q First examination report despatched

Effective date: 20040330

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

AK Designated contracting states

Kind code of ref document: B1

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

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 FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20070328

Ref country code: AT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20070328

Ref country code: FI

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20070328

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

RAP2 Party data changed (patent owner data changed or rights of a patent transferred)

Owner name: ELECTRICITE DE FRANCE

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REF Corresponds to:

Ref document number: 60127504

Country of ref document: DE

Date of ref document: 20070510

Kind code of ref document: P

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: FRENCH

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

Ref country code: SE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20070628

NLT2 Nl: modifications (of names), taken from the european patent patent bulletin

Owner name: ELECTRICITE DE FRANCE

Effective date: 20070425

GBT Gb: translation of ep patent filed (gb section 77(6)(a)/1977)

Effective date: 20070709

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

Ref country code: PT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20070828

NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2284638

Country of ref document: ES

Kind code of ref document: T3

REG Reference to a national code

Ref country code: IE

Ref legal event code: FD4D

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

BERE Be: lapsed

Owner name: ELECTRICITE DE FRANCE

Effective date: 20070430

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

Ref country code: DK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20070328

Ref country code: IE

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20070328

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

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: 20070430

Ref country code: LI

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

Effective date: 20070430

26N No opposition filed

Effective date: 20080102

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: 20070430

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

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20070629

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

Ref country code: MC

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

Effective date: 20070430

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

Ref country code: CY

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20070328

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

Ref country code: LU

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

Effective date: 20070413

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

Ref country code: TR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20070328

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

Ref country code: ES

Payment date: 20150423

Year of fee payment: 15

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

Ref country code: IT

Payment date: 20150424

Year of fee payment: 15

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 16

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

Ref country code: IT

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

Effective date: 20160413

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 17

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 18

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

Ref country code: ES

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

Effective date: 20160414

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

Ref country code: DE

Payment date: 20180409

Year of fee payment: 18

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

Ref country code: FR

Payment date: 20180426

Year of fee payment: 18

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

Ref country code: GB

Payment date: 20180417

Year of fee payment: 18

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20181204

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 60127504

Country of ref document: DE

GBPC Gb: european patent ceased through non-payment of renewal fee

Effective date: 20190413

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

Ref country code: GB

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

Effective date: 20190413

Ref country code: DE

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

Effective date: 20191101

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: 20190430