EP0808959B1 - Système composite pour constructions avec des panneaux autoportants - Google Patents

Système composite pour constructions avec des panneaux autoportants Download PDF

Info

Publication number
EP0808959B1
EP0808959B1 EP97108084A EP97108084A EP0808959B1 EP 0808959 B1 EP0808959 B1 EP 0808959B1 EP 97108084 A EP97108084 A EP 97108084A EP 97108084 A EP97108084 A EP 97108084A EP 0808959 B1 EP0808959 B1 EP 0808959B1
Authority
EP
European Patent Office
Prior art keywords
elements
profiles
connection system
wall
panel
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
EP97108084A
Other languages
German (de)
English (en)
Other versions
EP0808959A3 (fr
EP0808959A2 (fr
Inventor
Adolf Imhoff
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.)
ThyssenKrupp Stahl Bauelemente Gmbh
Original Assignee
ThyssenKrupp Stahl Bauelemente 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 ThyssenKrupp Stahl Bauelemente Gmbh filed Critical ThyssenKrupp Stahl Bauelemente Gmbh
Publication of EP0808959A2 publication Critical patent/EP0808959A2/fr
Publication of EP0808959A3 publication Critical patent/EP0808959A3/fr
Application granted granted Critical
Publication of EP0808959B1 publication Critical patent/EP0808959B1/fr
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
    • E04C2/384—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a metal frame
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/049—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres completely or partially of insulating material, e.g. cellular concrete or foamed plaster

Definitions

  • the invention relates to a composite system for construction purposes with self-supporting Panel elements, especially for use as prefabricated wall or Ceiling elements for buildings, the panel elements being continuous, U-shaped Have frame profiles, the panel elements by angled to the frame profiles arranged, three-sided closed structure profiles in individual Segments are divided and each segment is formed by a core layer is as well as each panel element at least on one side with a top layer is provided.
  • DE-GM 90 16 771.6 is a self-supporting panel element at the beginning known type known.
  • This self-supporting manufactured in this way Panel elements can be easily sized and sized Adapt function to the respective intended use, however in practice has shown that the panel elements thus produced not for the respective use as a wall or ceiling element are optimally designed, since all of the identically manufactured panel elements are included in the this known building system must be designed so that it is the building walls normal forces occurring as well as those occurring in ceilings Can absorb bending moments. So these board elements are different Use as a wall or ceiling element with respect to one Force or moment component oversized. Beyond that emphasized that the connection of the individual panel elements with each other is very time-consuming and therefore costly because of the individual shock or Contact surfaces bolt connections are necessary.
  • the invention has for its object to provide a composite system for building with self-supporting panel elements which can produce easily and inexpensively also in small series and individual design in terms of building requirements.
  • a composite system constructed in this way with self-supporting panel elements can easily in terms of size and function produce adapted to the respective requirements. It is therefore particularly for Production of small series and suitable for an individual construction. priced The individual adjustment of the density is particularly advantageous and / or composition of the core layer of the panel elements depending of the intended use of these panel elements as building exterior wall, Building or apartment partition or ceiling element. On Another cost-reducing advantage is that the composite system according to the invention provided special connection profiles are a simple and quick connection of the individual panel elements enable each other.
  • each with structural profiles subdivided segments results overall in a load-bearing or stud-like structure Construction by appropriate choice of the number and size of the Segments can be adapted to different requirements.
  • the individual segments can perform different functions serve. normally the segments do their primary job as Wall or ceiling parts. In this case there is the core layer of the segments Made of lightweight concrete, with the core layer as a building exterior wall element board element used the lowest density and that of an apartment partition element used panel element has the greatest density. Likewise, any openings for doors, windows can be made in the segments and the like can be arranged.
  • connection profiles for connecting wall elements and ceiling elements as U-shaped Profiles formed with outwardly bent legs, the The distance between the legs is greater than the width of the panel elements frame profiles bordering alongside.
  • To the panel elements used as a ceiling element to accommodate the Adjusting the bending moments that occur can be the support rooms of everyone Panel element filled with normal concrete as filling material and prestressable Reinforcing irons can be arranged in the support rooms.
  • the abutting surfaces two wall elements to be connected at right angles to each other by one each Butt face are formed open structure profile.
  • the free legs of the open to the butt surface Structural profiles shortened so that the indentations formed in the legs only have the undercut close to the web.
  • the invention proposes that in the field of Butt surface through the facing open structural profiles and the the supporting profiles connecting the clamping profiles to each other can be filled with the material that corresponds to the material of the core layer.
  • the core layer is constructed in multiple layers, the materials at least two core layers are different.
  • the self-supporting panel element 1 shown in FIG. 1 is six in total rectangular segments 2 divided.
  • the top and bottom ends of the panel element 1 each form frame profiles 3, which are over all six Extend segments 2 continuously.
  • the frame profiles 3 are, as from FIG. 4 and 6b can be seen as a U-shaped, i.e. side members closed on three sides educated.
  • the panel element 1 is divided into the individual segments 2 by structure profiles 4, which are arranged at right angles to the frame profiles 3 and attached to it.
  • the structure profiles 4 each consist of Cross-section essentially U-shaped, closed on three sides, the limit the individual segments 2 laterally.
  • Fig. 6a exist the structural profiles 4 each from two lateral legs 5 and one these connecting web 6.
  • a core layer 7 Between the adjacent structure profiles 4, each with a leg 5 facing one another, there is a core layer 7, the thickness of the distance between the two legs 5 of a structural profile 4 corresponds.
  • a particularly good heat and sound insulation with one at the same time, sufficient dimensional stability of the individual segments 2 Formed panel elements 1 is achieved in that as a material for the Core layer 7 an open-pore lightweight concrete is used.
  • This lightweight concrete of the core layers 7 of the Segments 2 will depend on the purpose of the individual panel elements customized. Since the use of the panel elements 1 as building exterior wall elements, Building or apartment partition elements or Ceiling elements have different requirements for the forces to be absorbed or moments as well as the necessary thermal and acoustic insulation the density of the outer walls of the building is the lowest, since here in particular one good insulation is required. The through a particularly large pore Design of the lightweight concrete caused low density particularly good thermal insulation. The inside of a building as well particularly important when building exterior wall-to-building wall Sound insulation is due to a large mass and thus a high density of the Material of the core layer 7 reached. The density of the material of the core layer 7 of the panel elements used as ceiling elements lies between the Density of the building's outer wall elements and that of the building or Party wall elements.
  • FIG. 2 are in this first embodiment the structure profiles 4 between two adjacent to each other Segments 2 with mutually facing webs 6 at a distance from one another arranged, the between the webs 6 facing each other Structural profiles 4, a support space 8 is formed.
  • only panel elements used as wall elements due to normal forces 1 is the same material as the material for filling the support spaces 8 used, which is also used to form the core layer 7.
  • Fig. 3 is a longitudinal section through a panel element designed as a ceiling element 1 shown. Because ceiling elements in particular on the bending stress and are therefore exposed to a moment load, the necessary dimensional stability of these panel elements 1 when using Lightweight concrete as a material for the core layer 7 can be achieved in that the support rooms 8 are filled with normal concrete, in the prestressed reinforcing iron 10 are arranged. Otherwise the structure of the as Ceiling element used panel element 1 the structure of that shown in Fig. 2 Panel element 1, which is used as a wall element.
  • FIG. 6a The structure of a supporting structure profile 4 can be seen particularly clearly from FIG. 6a.
  • the structure profile 4 is the formation of the structure profile 4 as a three-sided closed U-shaped profile with two legs 5 and one this leg 5 connecting web 6 can be seen.
  • Fig. 4 shows schematically the design of a wall-ceiling-wall junction.
  • the U-shaped profile shown in FIG. 6c serves as the connecting profile 13, whose legs 13a are curved outward and a distance from one another, which is greater than the width of the panel elements 1 along longitudinal side frame profiles 3.
  • Fig. 4 takes place the connection of a ceiling element with two wall elements in that a connection profile on the opposite sides of the ceiling element 13 is arranged such that the free legs 13a of the Show away the ceiling element.
  • connection profiles open upwards or downwards 13 serve to accommodate those completed with the frame profiles 3 Wall elements.
  • the legs 13a form a lateral guide for the frame profiles 3 of the wall elements, the easy alignment of the Allow wall elements with respect to the ceiling element.
  • For connection the wall elements with the ceiling element as well as a relative movement to prevent the frame profiles 3 to the connecting profile 13 is between the connecting profiles 13 and the frame profiles 3 a mortar layer 15 arranged.
  • the right-angled connection of two designed as wall elements Panel elements are shown in Fig. 5.
  • the butt faces of the right angle wall elements to be connected to one another are each by a Butt plate formed open structure 4.
  • the one shown in FIG. 5 Embodiment are the free legs 5 of the open to the butt surface Structural profiles 4 shortened so that in the legs 5th formed indentations 11 only one undercut 12, namely which have undercut 12 close to web 6.
  • a particularly durable one Connection of two wall elements to be connected at right angles takes place in that in addition to filling in the open by the two Structural profiles 4 formed space in the area of the joint surface with lightweight concrete the structural profiles 4 each have two connecting profiles designed as clamping profiles 14 are interconnected.
  • connection profiles 14 engage the undercuts 12 of the indentations close to the web 6 11 of the adjoining legs 5 of the structure profiles 4.
  • Such Design of a wall-wall connection point enables an exact right-angled connection of two wall elements and prevents mutual Moving the wall elements connected in this way.
  • the design of a connecting profile 14 is particularly clear Figure 6d.
  • the core layer 7 shows a second exemplary embodiment for designing a self-supporting panel element 1 shown.
  • the core layer 7 is constructed in multiple layers.
  • the core layer layers lying against the cover layers 9 7a made of normal concrete or lightweight concrete both core layer layers 7a not must consist of the same material, and the core layer layer 7b consists of a filler, for example an insulating material.
  • the Structural profiles 4 were rotated by 90 ° so that they were open Sides of the cover layers 9 are facing.
  • a composite system designed in this way for construction purposes with self-supporting Panel elements 1 thus enables simple and inexpensive Way a production of the Panel elements 1, being in addition to an adjustment to the size and function of the individual panel elements 1 also an adjustment with regard to the required mechanical stress as well as heat and noise insulation is possible.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Panels For Use In Building Construction (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Claims (14)

  1. Système composite destiné à la construction, comprenant des panneaux autoporteurs, à utiliser en particulier sous forme d'éléments muraux ou d'éléments de dalle préfabriqués pour bâtiments, dans lequel les panneaux (1) sont munis de profilés d'encadrement (3) continus en forme de U, les panneaux (1) sont divisés en différents segments (2) par des profilés d'ossature (4), disposés en formant un angle par rapport aux profilés d'encadrement (3) et fermés sur trois côtés, et chaque segment (2) est formé par une âme (7) et chaque panneau (1) est muni d'une couche de parement (9) sur au moins un côté,
       caractérisé en ce que :
    a) l'âme (7) et la au moins une couche de parement (9) constituées d'un ou plusieurs matériaux dont la densité et/ou la composition sont adaptées aux fins d'utilisation de chaque panneau (1) en tant qu'élément pour mur extérieur d'un bâtiment, élément pour cloison entre appartements ou élément de dalle ;
    b) les profilés d'ossature (4), situés entre respectivement deux segments (2) adjacents, sont disposés à distance l'un de l'autre en formant un espace de support (8) avec les branches orientées l'une vers l'autre ;
    c) l'espace de support (8) entre deux profilés d'ossature (4) est comblé par un matériau de remplissage ;
    d) les profilée d'ossature (4) comportent sur tous les côtés des renfoncements (11) orientés vers l'espace formé par les trois côtés fermés et formés en contre-dépouille sur deux côtés, et
    e) des profilés d'assemblage (13, 14), adaptés à l'utilisation des panneaux (1) en tant qu'élément mural ou élément de dalle, sont agencés entre des panneaux (1) à assembler entre eux.
  2. Système composite selon la revendication 1, caractérisé en ce que l'âme (7) est réalisée en béton léger, sachant que l'âme (7) d'un panneau (1) utilisé comme élément pour mur extérieur de bâtiment a la plus faible densité et celle d'un panneau (1) utilisé comme élément de cloison entre bâtiments ou appartements a la plus grande densité.
  3. Système composite selon la revendication 1, caractérisé en ce qu'au moins un segment (2) est muni d'une fenêtre ou d'une porte.
  4. Système composite selon la revendication 1, caractérisé en ce que les profilés d'assemblage (13) destinés à assembler des éléments muraux et des éléments de dalle sont conçus sous forme de profilés en U avec des branches (13a) courbées vers l'extérieur et la distance entre les branches (13a) est supérieure à la largeur des profilés d'encadrement (3) délimitant les panneaux (1) sur le côté longitudinal.
  5. Système composite selon la revendication 4, caractérisé en ce que les profilés d'assemblage pour dalles (13) sont assemblés de manière fixe avec les éléments de dalle et les profilés d'encadrement (3) sont assemblés de manière fixe avec les éléments muraux.
  6. Système composite selon la revendication 4 ou 5, caractérisé en ce qu'une couche de mortier (15) est disposée entre les profilés d'assemblage pour dalles (13) et les profilés d'encadrement (3) dans un assemblage entre une dalle et un mur.
  7. Système composite selon la revendication 1, caractérisé en ce que, en cas d'utilisation sous forme d'élément pour dalle, les espaces de support (8) de chaque panneau (1) sont comblés par du béton lourd constituant le matériau de remplissage et des fers à béton (10) sont agencés dans les espaces de support (8).
  8. Système composite selon la revendication 1, caractérisé en ce que, en cas d'utilisation sous forme d'élément mural, les espaces de support (8) de chaque panneau (1) sont comblés par du béton léger, la densité de ce matériau de remplissage correspondant à la densité du matériau formant l'âme (7).
  9. Système composite selon la revendication 1, caractérisé en ce que les surfaces de jointure de deux éléments muraux à assembler à angle droit sont formées chacune par un profilé d'ossature (4) ouvert vers la surface de jointure.
  10. Système composite selon la revendication 9, caractérisé en ce que les branches libres (5) des profilés d'ossature (4) ouverts vers les surfaces de jointure sont raccourcies de telle sorte que les renfoncements (11) réalisés dans les branches (5) ne comportent que la contre-dépouille (12) à proximité de la semelle (6).
  11. Système composite selon la revendication 9 ou 10, caractérisé en ce que les profilés d'ossature (4) ouverts vers les surfaces de jointure sont assemblés entre eux respectivement par deux profilés d'assemblage (14), conçus sous forme de profilés de serrage, chacun de ceux-ci s'engageant derrière la contre-dépouille (12), à proximité de la semelle (6), du renfoncement (11) dans les branches (5) adjacentes des profilés d'ossature (4).
  12. Système composite selon l'une quelconque des revendications 9 à 11, caractérisé en ce que l'espace formé entre les profilés d'ossature (4) ouverts vers les surfaces de jointure est comblé par du béton léger.
  13. Système composite selon la revendication 1, caractérisé en ce que le matériau de remplissage pour l'espace de support (8) est de préférence le même matériau que celui formant l'âme (7).
  14. Système composite selon l'une quelconque des revendications 1 à 13, caractérisé en ce que l'âme (7) est formée par plusieurs couches, les matériaux d'au moins deux couches (7a, 7b) étant différents.
EP97108084A 1996-05-21 1997-05-17 Système composite pour constructions avec des panneaux autoportants Expired - Lifetime EP0808959B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE19620296 1996-05-21
DE19620296A DE19620296C1 (de) 1996-05-21 1996-05-21 Verbundsystem für Bauzwecke mit selbsttragenden Tafelelementen

Publications (3)

Publication Number Publication Date
EP0808959A2 EP0808959A2 (fr) 1997-11-26
EP0808959A3 EP0808959A3 (fr) 1999-06-09
EP0808959B1 true EP0808959B1 (fr) 2003-07-30

Family

ID=7794810

Family Applications (1)

Application Number Title Priority Date Filing Date
EP97108084A Expired - Lifetime EP0808959B1 (fr) 1996-05-21 1997-05-17 Système composite pour constructions avec des panneaux autoportants

Country Status (4)

Country Link
EP (1) EP0808959B1 (fr)
AT (1) ATE246290T1 (fr)
DE (2) DE19620296C1 (fr)
GB (1) GB2324545A (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202017101111U1 (de) 2017-02-28 2017-03-11 C.B.S. Team-Projektgesellschaft mbH Porenbeton-Hybrid-Bauelement
WO2023126069A1 (fr) 2021-12-31 2023-07-06 B-Ton Ip Gmbh Procédé de production de mélanges de béton légers à l'aide d'agrégats légers

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
HUP2100112A1 (hu) * 2021-03-18 2023-08-28 Laszlo Andrea Térelem, valamint eljárás a térelem elõállítására

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1478486A (fr) * 1966-03-04 1967-04-28 Chausson Usines Sa Panneau de façade-rideau
FR1587550A (fr) * 1968-10-21 1970-03-20
NL8201299A (nl) * 1982-03-29 1983-10-17 Staalframe Bv Gebouw, wandsecties en profielen daarvoor.
CZ261691A3 (en) * 1990-08-25 1993-10-13 Lorenz Kesting Section for steel framed structures
DE9016771U1 (de) * 1990-12-12 1991-04-25 Imhoff, Adolf, Ing.(grad.), 5860 Iserlohn Selbsttragendes Tafelelement für Bauzwecke
AU3152593A (en) * 1991-12-18 1993-07-19 James Hardie & Coy Pty Limited Reinforced composite building panel

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202017101111U1 (de) 2017-02-28 2017-03-11 C.B.S. Team-Projektgesellschaft mbH Porenbeton-Hybrid-Bauelement
WO2018158211A1 (fr) 2017-02-28 2018-09-07 C.B.S. Team-Projektgesellschaft mbH Élément de construction hybride en béton poreux
WO2023126069A1 (fr) 2021-12-31 2023-07-06 B-Ton Ip Gmbh Procédé de production de mélanges de béton légers à l'aide d'agrégats légers

Also Published As

Publication number Publication date
GB9703304D0 (en) 1997-04-09
EP0808959A3 (fr) 1999-06-09
ATE246290T1 (de) 2003-08-15
DE59710490D1 (de) 2003-09-04
GB2324545A (en) 1998-10-28
EP0808959A2 (fr) 1997-11-26
DE19620296C1 (de) 1997-11-27

Similar Documents

Publication Publication Date Title
DE3302044C3 (de) Feuerschutz-Trennwand
EP0940512B1 (fr) Elément stratifié de protection contre le feu
DE3177307T2 (de) Rahmen zur Einfassung eines Teiles einer Wand.
DE3303190C2 (de) Bausatz zur Erstellung mobiler Bauten, insbesondere für Messe- und Ausstellungsbauten
EP0551307B1 (fr) Battant de porte et son procede de fabrication
DE1484046A1 (de) Gebaeudekonstruktion
EP0654566B1 (fr) Mur coupe-feu avec panneau de plâtre
DE2836126A1 (de) Anschlussbausatz fuer trennwaende und zweischalige demontierbare trennwand mit anschlusselement.
EP0808959B1 (fr) Système composite pour constructions avec des panneaux autoportants
DE9302447U1 (de) Holzbautafel
DE3305639C2 (de) Feuerschutzabschluß für Bauwerksöffnungen
DE3241424C2 (de) Verbindungseinrichtung
DE1484009A1 (de) Haus in Fertigbauweise,plattenfoermiges Bauelement zur Herstellung dieses Hauses,Zwischenstueck zur Verbindung der Bauelemente und Verfahren zur Herstellung des Hauses
DE3400404C2 (de) Bauelement zur Herstellung von Gebäudeaußenwänden
EP0823010A1 (fr) Element mural prefabrique pour batiment
AT398229B (de) Schachteinrichtung mit einem nach unten offenen aufnahmeschacht zur aufnahme eines rolladens, einer jalousie oder dergleichen
DE9116023U1 (de) Plattenförmiges Bauelement, geeignet als Sichtblende, Zaunelement, Wandverkleidung u.dgl.
DE2343049C3 (de) Versetzbare Trennwand aus raumhohen Wandelementen
DE3306456A1 (de) Bauelement
EP1705302A2 (fr) Élément en briques pour la fabrication de panneaux préfabriqués pour le bâtiment
DE4443857C2 (de) Brandwand
EP0950604A2 (fr) Elément de construction pour la réalisation de murs et/ou de plafonds, en particulier sur des bateaux
DE29623208U1 (de) Verbundsystem für Bauzwecke mit selbsttragenden Tafelelementen
EP0128294A2 (fr) Elément de mur
DE29807049U1 (de) Bauelement zur Erstellung von Wänden und/oder Decken, insbesondere auf Schiffen

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 DK ES FI FR GB GR IE IT LI LU MC NL PT SE

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 DE DK ES FI FR GB GR IE IT LI LU MC NL PT SE

RIC1 Information provided on ipc code assigned before grant

Free format text: 6E 04C 2/38 A, 6E 04C 2/04 B

17P Request for examination filed

Effective date: 19990609

GRAH Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOS IGRA

RAP1 Party data changed (applicant data changed or rights of an application transferred)

Owner name: THYSSENKRUPP STAHL BAUELEMENTE GMBH

RIN1 Information on inventor provided before grant (corrected)

Inventor name: IMHOFF, ADOLF

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 DK ES FI FR GB GR IE IT LI LU MC NL PT SE

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: 20030730

Ref country code: IT

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRE;WARNING: LAPSES OF ITALIAN PATENTS WITH EFFECTIVE DATE BEFORE 2007 MAY HAVE OCCURRED AT ANY TIME BEFORE 2007. THE CORRECT EFFECTIVE DATE MAY BE DIFFERENT FROM THE ONE RECORDED.SCRIBED TIME-LIMIT

Effective date: 20030730

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: 20030730

Ref country code: GB

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: 20030730

Ref country code: FR

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

Effective date: 20030730

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: 20030730

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: GERMAN

REF Corresponds to:

Ref document number: 59710490

Country of ref document: DE

Date of ref document: 20030904

Kind code of ref document: P

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: 20031030

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: 20031030

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: 20031030

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

Effective date: 20031110

NLV1 Nl: lapsed or annulled due to failure to fulfill the requirements of art. 29p and 29m of the patents act
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: 20031230

GBV Gb: ep patent (uk) treated as always having been void in accordance with gb section 77(7)/1977 [no translation filed]

Effective date: 20030730

REG Reference to a national code

Ref country code: IE

Ref legal event code: FD4D

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: 20040517

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

Ref country code: AT

Payment date: 20040526

Year of fee payment: 8

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: 20040531

Ref country code: BE

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

Effective date: 20040531

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

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

Ref country code: CH

Payment date: 20040623

Year of fee payment: 8

26N No opposition filed

Effective date: 20040504

EN Fr: translation not filed
BERE Be: lapsed

Owner name: *THYSSENKRUPP STAHL BAUELEMENTE G.M.B.H.

Effective date: 20040531

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: 20050517

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

Ref country code: LI

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

Effective date: 20050531

Ref country code: CH

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

Effective date: 20050531

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: DE

Ref legal event code: R082

Ref document number: 59710490

Country of ref document: DE

Representative=s name: HAVERKAMP, JENS, PROF. DIPL.-GEOL. DR.RER.NAT., DE

Effective date: 20140227

Ref country code: DE

Ref legal event code: R082

Ref document number: 59710490

Country of ref document: DE

Representative=s name: HAVERKAMP, JENS, PROF. DIPL.-GEOL. DR.RER.NAT., DE

Effective date: 20140306

Ref country code: DE

Ref legal event code: R081

Ref document number: 59710490

Country of ref document: DE

Owner name: SABBAH, ANTOINE, SA

Free format text: FORMER OWNERS: IMHOFF, DELIA, 58642 ISERLOHN, DE; IMHOFF, KRISTINA, 58642 ISERLOHN, DE; IMHOFF, TOBIAS, 58642 ISERLOHN, DE

Effective date: 20140227

Ref country code: DE

Ref legal event code: R081

Ref document number: 59710490

Country of ref document: DE

Owner name: IMHOFF, KRISTINA, DE

Free format text: FORMER OWNERS: SABBAH, ANTOINE, JEDDAH, SA; SAM-SIN, ROBERT JOHN, PARAMARIBO, SR

Effective date: 20140306

Ref country code: DE

Ref legal event code: R081

Ref document number: 59710490

Country of ref document: DE

Owner name: IMHOFF, TOBIAS, DE

Free format text: FORMER OWNERS: SABBAH, ANTOINE, JEDDAH, SA; SAM-SIN, ROBERT JOHN, PARAMARIBO, SR

Effective date: 20140306

Ref country code: DE

Ref legal event code: R081

Ref document number: 59710490

Country of ref document: DE

Owner name: IMHOFF, KRISTINA, DE

Free format text: FORMER OWNERS: IMHOFF, DELIA, 58642 ISERLOHN, DE; IMHOFF, KRISTINA, 58642 ISERLOHN, DE; IMHOFF, TOBIAS, 58642 ISERLOHN, DE

Effective date: 20140227

Ref country code: DE

Ref legal event code: R081

Ref document number: 59710490

Country of ref document: DE

Owner name: IMHOFF, DELIA, DE

Free format text: FORMER OWNERS: SABBAH, ANTOINE, JEDDAH, SA; SAM-SIN, ROBERT JOHN, PARAMARIBO, SR

Effective date: 20140306

Ref country code: DE

Ref legal event code: R081

Ref document number: 59710490

Country of ref document: DE

Owner name: SAM-SIN, ROBERT JOHN, SR

Free format text: FORMER OWNERS: SABBAH, ANTOINE, JEDDAH, SA; SAM-SIN, ROBERT JOHN, PARAMARIBO, SR

Effective date: 20140306

Ref country code: DE

Ref legal event code: R081

Ref document number: 59710490

Country of ref document: DE

Owner name: IMHOFF, TOBIAS, DE

Free format text: FORMER OWNERS: IMHOFF, DELIA, 58642 ISERLOHN, DE; IMHOFF, KRISTINA, 58642 ISERLOHN, DE; IMHOFF, TOBIAS, 58642 ISERLOHN, DE

Effective date: 20140227

Ref country code: DE

Ref legal event code: R081

Ref document number: 59710490

Country of ref document: DE

Owner name: IMHOFF, DELIA, DE

Free format text: FORMER OWNERS: IMHOFF, DELIA, 58642 ISERLOHN, DE; IMHOFF, KRISTINA, 58642 ISERLOHN, DE; IMHOFF, TOBIAS, 58642 ISERLOHN, DE

Effective date: 20140227

Ref country code: DE

Ref legal event code: R081

Ref document number: 59710490

Country of ref document: DE

Owner name: SABBAH, ANTOINE, SA

Free format text: FORMER OWNERS: SABBAH, ANTOINE, JEDDAH, SA; SAM-SIN, ROBERT JOHN, PARAMARIBO, SR

Effective date: 20140306

Ref country code: DE

Ref legal event code: R081

Ref document number: 59710490

Country of ref document: DE

Owner name: SAM-SIN, ROBERT JOHN, SR

Free format text: FORMER OWNERS: IMHOFF, DELIA, 58642 ISERLOHN, DE; IMHOFF, KRISTINA, 58642 ISERLOHN, DE; IMHOFF, TOBIAS, 58642 ISERLOHN, DE

Effective date: 20140227

Ref country code: DE

Ref legal event code: R081

Ref document number: 59710490

Country of ref document: DE

Owner name: IMHOFF, TOBIAS, DE

Free format text: FORMER OWNER: DELIA IMHOFF,KRISTINA IMHOFF,TOBIAS IMHOFF, , DE

Effective date: 20140227

Ref country code: DE

Ref legal event code: R081

Ref document number: 59710490

Country of ref document: DE

Owner name: IMHOFF, DELIA, DE

Free format text: FORMER OWNER: DELIA IMHOFF,KRISTINA IMHOFF,TOBIAS IMHOFF, , DE

Effective date: 20140227

Ref country code: DE

Ref legal event code: R081

Ref document number: 59710490

Country of ref document: DE

Owner name: IMHOFF, KRISTINA, DE

Free format text: FORMER OWNER: ANTOINE SABBAH,ROBERT JOHN SAM-SIN, , SR

Effective date: 20140306

Ref country code: DE

Ref legal event code: R081

Ref document number: 59710490

Country of ref document: DE

Owner name: IMHOFF, TOBIAS, DE

Free format text: FORMER OWNER: ANTOINE SABBAH,ROBERT JOHN SAM-SIN, , SR

Effective date: 20140306

Ref country code: DE

Ref legal event code: R081

Ref document number: 59710490

Country of ref document: DE

Owner name: SABBAH, ANTOINE, SA

Free format text: FORMER OWNER: DELIA IMHOFF,KRISTINA IMHOFF,TOBIAS IMHOFF, , DE

Effective date: 20140227

Ref country code: DE

Ref legal event code: R081

Ref document number: 59710490

Country of ref document: DE

Owner name: IMHOFF, DELIA, DE

Free format text: FORMER OWNER: ANTOINE SABBAH,ROBERT JOHN SAM-SIN, , SR

Effective date: 20140306

Ref country code: DE

Ref legal event code: R081

Ref document number: 59710490

Country of ref document: DE

Owner name: IMHOFF, KRISTINA, DE

Free format text: FORMER OWNER: DELIA IMHOFF,KRISTINA IMHOFF,TOBIAS IMHOFF, , DE

Effective date: 20140227

Ref country code: DE

Ref legal event code: R081

Ref document number: 59710490

Country of ref document: DE

Owner name: SAM-SIN, ROBERT JOHN, SR

Free format text: FORMER OWNER: DELIA IMHOFF,KRISTINA IMHOFF,TOBIAS IMHOFF, , DE

Effective date: 20140227

Ref country code: DE

Ref legal event code: R081

Ref document number: 59710490

Country of ref document: DE

Owner name: SABBAH, ANTOINE, SA

Free format text: FORMER OWNER: ANTOINE SABBAH,ROBERT JOHN SAM-SIN, , SR

Effective date: 20140306

Ref country code: DE

Ref legal event code: R081

Ref document number: 59710490

Country of ref document: DE

Owner name: SAM-SIN, ROBERT JOHN, SR

Free format text: FORMER OWNER: ANTOINE SABBAH,ROBERT JOHN SAM-SIN, , SR

Effective date: 20140306

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

Ref country code: DE

Payment date: 20161121

Year of fee payment: 20

REG Reference to a national code

Ref country code: DE

Ref legal event code: R071

Ref document number: 59710490

Country of ref document: DE