EP1317590B1 - Selbsttragendes baulelement aus holz - Google Patents

Selbsttragendes baulelement aus holz Download PDF

Info

Publication number
EP1317590B1
EP1317590B1 EP01967426A EP01967426A EP1317590B1 EP 1317590 B1 EP1317590 B1 EP 1317590B1 EP 01967426 A EP01967426 A EP 01967426A EP 01967426 A EP01967426 A EP 01967426A EP 1317590 B1 EP1317590 B1 EP 1317590B1
Authority
EP
European Patent Office
Prior art keywords
boards
planks
panel
racks
panel according
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
EP01967426A
Other languages
English (en)
French (fr)
Other versions
EP1317590A1 (de
Inventor
Jean-Luc Sandoz
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of EP1317590A1 publication Critical patent/EP1317590A1/de
Application granted granted Critical
Publication of EP1317590B1 publication Critical patent/EP1317590B1/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
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/12—Load-carrying floor structures formed substantially of prefabricated units with wooden beams
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00—Roofs; Roof construction with regard to insulation
    • E04B7/20—Roofs consisting of self-supporting slabs, e.g. able to be loaded
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00—Roofs; Roof construction with regard to insulation
    • E04B7/20—Roofs consisting of self-supporting slabs, e.g. able to be loaded
    • E04B7/22—Roofs consisting of self-supporting slabs, e.g. able to be loaded the slabs having insulating properties, e.g. laminated with layers of insulating material
    • 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
    • E04C2/10—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 wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products
    • E04C2/12—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 wood, fibres, chips, vegetable stems, or the like; of plastics; of foamed products of solid wood
    • 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
    • E04C2/34—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 composed of two or more spaced sheet-like parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/38—Arched girders or portal frames
    • E04C3/42—Arched girders or portal frames of wood, e.g. units for rafter roofs
    • 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
    • E04C2/34—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 composed of two or more spaced sheet-like parts
    • E04C2/3405—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 composed of two or more spaced sheet-like parts spaced apart by profiled spacer sheets
    • E04C2002/3444—Corrugated sheets
    • E04C2002/345—Corrugated sheets with triangular corrugations

Definitions

  • the present invention relates to the field of construction, and more specifically to that of buildings.
  • It relates more particularly to a new type of panels or prefabricated plates, used as roofing materials or cladding facades, for example for industrial buildings.
  • the assembly consists of a flat surface panel, made of planks or equivalent material, panel which is reinforced to obtain more rigidity by a V-shaped structural box, made by gluing under said flat panel.
  • This system provides finished floor surfaces, self-supporting, with a visible structure in the lower volume alternating V and flat.
  • This type of building element is interesting in primary structure, for ranges of 8 to 15 meters, and can serve as a secondary element of coverage, but is of a cost too high in its concept, especially for industrial buildings .
  • V boards made of solid wood, recomposed wood, or laminated wood, of rectangular section may have a thickness between 20 to 30 millimeters, the assembly being made by screwing with screws of small diameter (3.5 to 4.5 millimeters).
  • the racks will be cut to present housing in softwood boards having a thickness of about 40 millimeters.
  • the rack can be obtained by cutting a solid board, but it can also be made in a panel type MDF (Medium Density.Fiber) or panel micro-blades or in any other natural or synthetic material for screwing the boards.
  • the number of racks is calculated based on the loads to be taken and the inertia of the panel, inertia given by its height (h) and the type of boards, and more particularly their section (thickness and width).
  • the two racks can be spaced apart by a distance of between 3 and 8 meters, it being understood that with thin boards, that is to say with a thickness of less than 27 millimeters, the number of racks will be larger while with thicker boards and it will be possible to obtain a larger spacing.
  • the racks are preferably made of a material denser than the boards, so that the fastening screws of said boards can not tear under the action of the suction of the roof by the wind.
  • the racks that support the boards thus serve as ribs perpendicular to said boards, giving the panels a performance in both directions, longitudinal and transverse.
  • the rack allows fixing by screwing to the primary structure, either on a roof panel farm, or on a facade panel post.
  • the number of screws connecting the boards is calculated according to the shearing forces of the panel, which must resume the horizontal forces due to wind.
  • the rack plays an essential role of distribution to distribute the efforts to the supporting structure and improves the performance of the overall construction.
  • Figure 1 illustrates the general structure of a panel made according to the invention.
  • such a panel designated by the reference (1) consists of boards (2a, 2b), having a rectangular section, namely in this case a thickness of 27 millimeters and a width of 200 millimeters.
  • planks are rough sawn and dried at the final hygroscopy they will have in the building. This prior drying is important since it makes it possible to avoid dimensional variations such as shrinkage, which would reveal discontinuity slots at the joints.
  • the boards are assembled together by means of screws designated by the same reference (4), which only certain sounds shown in Figure 1 and taking care, as is apparent from this Figure 1 and Figure 1a , to make the screwing so that the end (5) of the plate of the board (2b) bears against the field (6) of the next board.
  • a seal may be inserted at the level of the support zone.
  • the screw density (4) is calculated as a function of the shear stresses to be resumed.
  • the boards (2a, 2b) are screwed on the peaks (7) of the racks (3) by means of screws (8).
  • These racks (3) which have a thickness of about 40 millimeters, are preferably made of a material denser than the boards (2a, 2b), for example hardwood, microblade or MDF material, so as to that the fastening screws (8) can not tear under the action of the suction of the roof by the wind.
  • the boards (2a, 2b) form an angle of 90 ° between them, it could be envisaged to have a slightly smaller or slightly greater angle that can vary between 80 ° and 100 ° following the desired mechanical performance.
  • the rigidity or mechanical performance of the structure according to the invention is given by the height (h) of the assembly of boards (2a, 2b).
  • the performance of the panel increases by increasing the static height (h).
  • the angle of 90 ° is more practical, especially for mounting the boards against each other.
  • the rack (3) allows the fastening by screwing the panel according to the invention to the primary structure, either on a roof panel farm, or on a post panel facade, as is apparent from Figures 4 and 5.
  • the number of connecting screws of the boards is calculated according to the shear forces of the panel, which must resume the horizontal forces due to the wind.
  • the panel in its simplest embodiment therefore has only two structural elements, namely the thin board (2a, 2b) and the rack (3).
  • FIGS 4 and 5 which illustrate the implementation of this type of panel on a primary structure in the form of wooden trellis for performing both the cover and the facade element, the panel then being mounted between the posts.
  • Such a panel can be used either as is, or possibly receive a cover layer, sheet-type or otherwise, with sealing. In such a case, it is necessary to have a wood thickness of several centimeters for fixing this cover. In this case, to increase the material thickness of the right-of-way, the panel is associated, as is apparent from FIG. 1, with a square slat (9), which is housed under the crest of the panel and which makes it possible to to make "screws of great length which can reach 8 to 10 centimeters.
  • Such a slat (9) may for example be positioned every 3 or 4 peaks, depending on the requirements and minimum distances of fixing of the topcoat converting.
  • the panel according to the invention can remain raw, that is to say with the peaks facing outwards.
  • the roof of the roof must be sufficiently prolonged to protect the boards from direct rainwater.
  • the panel can also be used as.
  • the negative peaks are laid in the direction of the slope to allow the flow of water.
  • the different boards (2a, 2b) are sealed at the lower ridges (10) and upper (11), so that there is no leakage or crossing of water through the roofing complex (see Figure 3).
  • such a panel can be used both in the roof and facade, as in the form of slab.
  • the panel On the roof, the panel can be mounted between two trusses of supporting structures in the longitudinal direction (see Figures 4 and 5).
  • the two racks (3) of the ends of the panels (1) then block against the trusses and stabilize them for horizontal forces. Eventually, the racks could land on the farms.
  • said panel can serve as a secondary structure, ceiling, and under-cover.
  • an Oriented Strand Board (OSB) of 8 to 13 millimeters can be laid to receive a waterproof cover, elastomer type or equivalent, for example polyurethane resin.
  • OSB Oriented Strand Board
  • the panel according to the invention has a very good acoustics and aesthetics of the wood ceiling type. Finishing quality can be improved by planing the planks.
  • This panel may optionally be insulated to provide a complex with effective thermal insulation performance against heat and cold.
  • a semi-rigid insulation board is placed on the upper waves before receiving a waterproof cover.
  • the insulation could also be injected if the panel according to the invention is associated with a cover panel thus forming a box.
  • the insulation is then an expansive synthetic foam or any other material such as cork, rock wool, glass wool or recycled paper.
  • the insulation may consist of wood chips mixed with sawdust.
  • the panel When placed in the direction of the slope, the panel is carried by the racks (3), which rely on the farms.
  • a cover sheet or elastomeric type sealed as before, can be laid in external topcoat. But the panel can by itself act as a cover.
  • the waves are closed by seals and the peaks of waves by a nose for example plastic covering the screwed area (see Figure 3).
  • the boards can be autoclaved to metal salts of copper-chromium boron or copper-chromium arsenate type, for a better durability of the wood.
  • a backing wedge may be used to compensate for dimensional variation or deviation from the last installed panel.
  • the panels according to the invention can be placed on the front, on the outside of the farm posts, with the rack (3) between the posts or on the posts. This panel can thus ensure the stabilization of the facade facing the horizontal forces (wind). The number of screws is then sized to take the horizontal forces by shearing.
  • the panels can remain rough and serve as walls, or be associated with insulating materials (20), as well as an inner or outer panel (21) as illustrated in Figures 6 and 7.
  • Such panels can be placed both horizontally ( Figure 6) and vertically ( Figure 7).
  • first case it is necessary to reduce the arrival of rainwater by eaves protecting said panels.
  • second case they may be partially exposed to rain, provided that they are properly sealed at the bottom of the ribs.
  • some can incorporate boards translucent material plexiglass or plastic honeycomb allowing to let the light and naturally illuminate the interior volume of the building.
  • the panel according to the invention can withstand heavy loads if the boards are wider.
  • these boards are for example made from lamellate-bonded structures or micro-blades to achieve very large dimensions, as shown in Figure 2.
  • the load-bearing capacity of the panel allows it to be used as residential slabs, industrial or commercial buildings, or even as bridge deck.
  • a filling layer ( 31), based on sand, paper or other equivalent material, can be arranged in the angle formed between the boards (2a-2b) below the concrete layer (30).
  • metal rods (32) can be added to work in shear and block the relative movement of the concrete relative to the wood.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Panels For Use In Building Construction (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Chemical And Physical Treatments For Wood And The Like (AREA)
  • Building Environments (AREA)
  • Fastening Of Light Sources Or Lamp Holders (AREA)
  • Vessels And Coating Films For Discharge Lamps (AREA)
  • Floor Finish (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Finishing Walls (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Laminated Bodies (AREA)

Claims (6)

  1. Selbsttragende Bauplatte aus Holz, welche sowohl bei der Herstellung von Wänden als auch Böden, Decken oder Abdeckungen verwendbar ist und eine Folge von Brettern (2a, 2b) mit rechteckigem Querschnitt aufweist, welche unter Bildung einer V-förmigen Struktur zusammengsetzt sind, dadurch gekennzeichnet, daß:
    • die Bretter (2a, 2b) auf zwei parallelen gestuften Trägern (3) mit Graten angebracht sind und mittels Schrauben (4) auf den Graten der genannten gestuften Träger befestigt sind, welche zur Ebene der Bretter (2a, 2b) rechtwinklige steife Elemente bilden;
    • das Zusammensetzen zweier aufeinanderfolgender Bretter (2a, 2b) durch Verschrauben zwischen der Schmalseite (6) eines Brettes (2a) gegen das Ende der Breitseite (5) des darauf folgenden Brettes (2b) erfolgt;
    • die beiden zu der Ebene der Bretter rechtwinkligen gestuften Träger (3) eine Schablone bilden, die es erlaubt, die Anordnung der Bretter, vorzugsweise in einem Winkel von 90° zueinander, sicherzustellen.
  2. Bauplatte nach Anspruch 1, dadurch gekennzeichnet, daß die Bretter (2a, 2b) aus Massivholz, Kunstholz, geklebtem Schichtholz hergestellt sind.
  3. Bauplatte nach einem der Ansprüche 1 und 2, dadurch gekennzeichnet, daß einige der Bretter (2a, 2b), die sie bilden, aus durchscheinendem Material des Typs Plexiglas oder zelliger Kunststoff bestehen.
  4. Platte nach einem der Ansprüche 1 bis 3, dadurch gekennzeichnet, daß die Bretter (2a, 2b) zwischen einander einen Winkel zwischen 80 und 100° bilden.
  5. Bauplatte nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, daß sie mit einer Isolierschicht (20) oder mit einer äußeren oder inneren Platte (21) verbunden ist.
  6. Platte nach einem der Ansprüche 1 bis 4, dadurch gekennzeichnet, daß sie einer Betonschicht zugeordnet ist, die in einer Kompressionszone angeordnet ist, sowie einer Füllschicht (31) aus Sand, Papier oder anderem gleichwertigen Material, welche in dem zwischen den Brettern (2a, 2b) gebildeten Winkel unterhalb der Betonschicht (30) axxgeordnet ist.
EP01967426A 2000-09-14 2001-09-05 Selbsttragendes baulelement aus holz Expired - Lifetime EP1317590B1 (de)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
FR0011698 2000-09-14
FR0011698A FR2813904B1 (fr) 2000-09-14 2000-09-14 Panneau de construction en bois autoportant
PCT/FR2001/002750 WO2002022980A1 (fr) 2000-09-14 2001-09-05 Panneau de construction en bois autoportant

Publications (2)

Publication Number Publication Date
EP1317590A1 EP1317590A1 (de) 2003-06-11
EP1317590B1 true EP1317590B1 (de) 2006-06-28

Family

ID=8854279

Family Applications (1)

Application Number Title Priority Date Filing Date
EP01967426A Expired - Lifetime EP1317590B1 (de) 2000-09-14 2001-09-05 Selbsttragendes baulelement aus holz

Country Status (10)

Country Link
US (1) US20030188508A1 (de)
EP (1) EP1317590B1 (de)
JP (1) JP2004509250A (de)
AT (1) ATE331855T1 (de)
AU (1) AU2001287808A1 (de)
BR (1) BR0113832A (de)
DE (1) DE60121182T2 (de)
ES (1) ES2266249T3 (de)
FR (1) FR2813904B1 (de)
WO (1) WO2002022980A1 (de)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US8082718B2 (en) * 2009-03-27 2011-12-27 Tyler Jon Esbaum Bookshelf building panel and method of construction
CN107457755A (zh) * 2017-09-29 2017-12-12 浙江莫霞实业有限公司 一种具有木板置物板的置物柜

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR648575A (fr) * 1928-02-09 1928-12-11 Plafond en porte-à-faux composé de poutres en bois ou en béton disposées les unes contre les autres en forme de toit
GB935852A (en) * 1960-11-22 1963-09-04 Richard Costain Construction L Improvements in or relating to roofs for buildings
GB2051915A (en) * 1979-04-23 1981-01-21 Flekser L & Co Ltd Elongate Roofing Member
EP0203868A1 (de) * 1985-05-29 1986-12-03 Rémy Bruno Colladello Bauelement für die Bauindustrie, Verfahren zum Zusammenbau und Einrichtung zur Ausführung des Verfahrens
US5685124A (en) * 1994-04-21 1997-11-11 Jandl, Jr.; Adolf Wall, ceiling or roof elements with heat insulation properties on one side and sound insulation properties on the other

Family Cites Families (19)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH290522A (de) * 1952-08-06 1953-05-15 Buechel Alfred Bauplatte.
US3702050A (en) * 1967-06-01 1972-11-07 Pacific Coast Pipe Ltd Wood truss arrangement
US3861326A (en) * 1970-01-14 1975-01-21 Dwight C Brown Lightweight corrugated pallet
US3769771A (en) * 1971-08-12 1973-11-06 M Shannon Structural truss construction with membrane coverings
US3959422A (en) * 1973-04-27 1976-05-25 Denk Wilhelm Process of manufacturing concrete moldings
US3909997A (en) * 1974-01-09 1975-10-07 John K Eickhof Stair construction
US3885144A (en) * 1974-02-19 1975-05-20 American Seating Co Aisle light
US4228631A (en) * 1978-09-12 1980-10-21 Geffe Bruce T Hollow rectangular joist
US4271819A (en) * 1979-03-19 1981-06-09 Farrell Daniel L Solar energy apparatus
US4290218A (en) * 1980-06-19 1981-09-22 Drueck Jr Fred Ceiling module
US4464870A (en) * 1982-10-25 1984-08-14 Crepeau Richard E Stairway-building system
US4635416A (en) * 1985-08-26 1987-01-13 Albert Ayala Metal channel apparatus and method for forming a stairway
US4942084A (en) * 1988-06-30 1990-07-17 Prince Kendall W Reconstituted wood veneer covered structural elements
US5419538A (en) * 1994-03-18 1995-05-30 Nicholson; Thomas N. Newel post fastening system
US5904017A (en) * 1996-05-17 1999-05-18 Duramax, Inc. Photoluminescent emergency egress accessory
US5664393A (en) * 1996-08-01 1997-09-09 Veilleux; Robert Structural wooden joist
US6669396B2 (en) * 1997-06-09 2003-12-30 Sfs Industrie Holding Ag Connecting element for connecting at least two wooden construction parts and a joint plate
US6230454B1 (en) * 1999-01-14 2001-05-15 Timothy D. Meagher Universal modular tread and riser unit
US6367224B1 (en) * 2000-02-07 2002-04-09 Simpson Strong-Tie Co., Inc. Hidden connector

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR648575A (fr) * 1928-02-09 1928-12-11 Plafond en porte-à-faux composé de poutres en bois ou en béton disposées les unes contre les autres en forme de toit
GB935852A (en) * 1960-11-22 1963-09-04 Richard Costain Construction L Improvements in or relating to roofs for buildings
GB2051915A (en) * 1979-04-23 1981-01-21 Flekser L & Co Ltd Elongate Roofing Member
EP0203868A1 (de) * 1985-05-29 1986-12-03 Rémy Bruno Colladello Bauelement für die Bauindustrie, Verfahren zum Zusammenbau und Einrichtung zur Ausführung des Verfahrens
US5685124A (en) * 1994-04-21 1997-11-11 Jandl, Jr.; Adolf Wall, ceiling or roof elements with heat insulation properties on one side and sound insulation properties on the other

Also Published As

Publication number Publication date
EP1317590A1 (de) 2003-06-11
US20030188508A1 (en) 2003-10-09
ES2266249T3 (es) 2007-03-01
BR0113832A (pt) 2003-06-03
DE60121182T2 (de) 2007-05-16
ATE331855T1 (de) 2006-07-15
FR2813904B1 (fr) 2002-11-15
JP2004509250A (ja) 2004-03-25
AU2001287808A1 (en) 2002-03-26
WO2002022980A1 (fr) 2002-03-21
FR2813904A1 (fr) 2002-03-15
DE60121182D1 (de) 2006-08-10

Similar Documents

Publication Publication Date Title
EP1771629B1 (de) Flaches montage- und anordungselement aus einem oder mehreren elementen
FR2466581A1 (fr) Latte pour toiture
WO2014053905A2 (fr) Poutrelle structuree et element modulaire de construction realise avec cette poutrelle
CA2889097A1 (fr) Procede de construction d'un batiment a haute isolation thermique et batiment construit par ce procede.
EP1317590B1 (de) Selbsttragendes baulelement aus holz
FR2636995A1 (fr) Composant de toiture a isolation integree
EP1149213B1 (de) Platte, zusammenbau solcher platten und verwendung zum aufnehmen schwerer lasten
BE1019464A3 (fr) Element prefabrique hautement isole.
FR2989704A1 (fr) Elements de construction et construction de toiture
BE1024966B1 (fr) Systeme d'isolation thermique de contre-cloison pour une isolation par l'interieur d'un batiment
FR2548711A1 (fr) Panneau d'isolation de facades par l'exterieur
FR2602810A1 (fr) Caisson isolant chevronne support de couverture
EP0018328A2 (de) Vorgefertigtes Bauelement
EP3388592B1 (de) Selbsttragende dachplatte
FR2960893A1 (fr) Element de construction a base de carton et procede de construction a l'aide de tels elements
FR2710928A1 (fr) Construction industrialisée à ossature bois.
BE1027659B1 (fr) Batiment prefabrique en bois
FR2790021A1 (fr) Poutre de construction en bois comportant au moins une reservation verticale pour l'insertion d'un isolant
FR2561285A1 (fr) Paroi pour construction prefabriquee, et construction prefabriquee constituee par de telles parois
FR2972011A1 (fr) Construction a ossature bois comprenant des elements a base de carton et module de construction
FR3133205A1 (fr) Structure porteuse en bois
WO2024003477A1 (fr) Système de revêtement mural composite
CH659500A5 (fr) Ensemble d'elements pour la realisation de constructions a ossature en bois.
FR2488306A1 (fr) Elements de construction et assemblage de tels elements
EP3882412A1 (de) Baumodul mit metallrahmen und biobasiertem dämmstoff

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: 20030226

AK Designated contracting states

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

Extension state: AL LT LV MK RO SI

17Q First examination report despatched

Effective date: 20040326

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: 20060628

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: 20060628

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: 20060628

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: LANGUAGE OF EP DOCUMENT: FRENCH

REF Corresponds to:

Ref document number: 60121182

Country of ref document: DE

Date of ref document: 20060810

Kind code of ref document: P

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: BUGNION S.A.

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: 20060928

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: 20060928

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: 20060930

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

Effective date: 20061004

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: 20061128

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: IE

Ref legal event code: FD4D

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2266249

Country of ref document: ES

Kind code of ref document: T3

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: 20070329

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: 20060929

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: 20060628

Ref country code: LU

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

Effective date: 20060905

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: 20060628

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

Ref country code: GB

Payment date: 20080916

Year of fee payment: 8

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

Ref country code: BE

Payment date: 20080929

Year of fee payment: 8

REG Reference to a national code

Ref country code: FR

Ref legal event code: TP

Ref country code: FR

Ref legal event code: CL

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

Ref country code: ES

Payment date: 20090929

Year of fee payment: 9

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

Ref country code: AT

Payment date: 20090819

Year of fee payment: 9

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

Ref country code: DE

Payment date: 20090911

Year of fee payment: 9

BERE Be: lapsed

Owner name: SANDOZ, JEAN-LUC

Effective date: 20090930

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

Ref country code: IT

Payment date: 20090919

Year of fee payment: 9

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

Effective date: 20090905

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: 20090930

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: 20090905

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: 20100905

REG Reference to a national code

Ref country code: DE

Ref legal event code: R119

Ref document number: 60121182

Country of ref document: DE

Effective date: 20110401

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

Ref country code: DE

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

Effective date: 20110401

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: 20100905

REG Reference to a national code

Ref country code: ES

Ref legal event code: FD2A

Effective date: 20111020

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

Ref country code: CH

Payment date: 20110915

Year of fee payment: 11

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: 20100906

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

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: 20130930

Ref country code: CH

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

Effective date: 20130930

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

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

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

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

Ref country code: FR

Payment date: 20200929

Year of fee payment: 20