WO2012004633A1 - Construction de bâtiments en blocs de bois - Google Patents
Construction de bâtiments en blocs de bois Download PDFInfo
- Publication number
- WO2012004633A1 WO2012004633A1 PCT/IB2010/053123 IB2010053123W WO2012004633A1 WO 2012004633 A1 WO2012004633 A1 WO 2012004633A1 IB 2010053123 W IB2010053123 W IB 2010053123W WO 2012004633 A1 WO2012004633 A1 WO 2012004633A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- corner
- cut
- block
- elongated
- blocks
- Prior art date
Links
Classifications
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- 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
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- 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
- E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
- E04B1/165—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with elongated load-supporting parts, cast in situ
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/42—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2/42—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities
- E04B2/44—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities using elements having specially-designed means for stabilising the position; Spacers for cavity walls
- E04B2/46—Walls having cavities between, as well as in, the elements; Walls of elements each consisting of two or more parts, kept in distance by means of spacers, at least one of the parts having cavities using elements having specially-designed means for stabilising the position; Spacers for cavity walls by interlocking of projections or inserts with indentations, e.g. of tongues, grooves, dovetails
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
- E04B2/701—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function
- E04B2/704—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function with longitudinal horizontal elements shorter than the length of a wall
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
- E04F11/02—Stairways; Layouts thereof
- E04F11/022—Stairways; Layouts thereof characterised by the supporting structure
- E04F11/035—Stairways consisting of a plurality of assembled modular parts without further support
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8635—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms
- E04B2/8641—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties attached to the inner faces of the forms using dovetail-type connections
-
- 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
- E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
- E04B2001/3583—Extraordinary methods of construction, e.g. lift-slab, jack-block using permanent tensioning means, e.g. cables or rods, to assemble or rigidify structures (not pre- or poststressing concrete), e.g. by tying them around the structure
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
- E04B2002/0202—Details of connections
- E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
- E04B2002/0206—Non-undercut connections, e.g. tongue and groove connections of rectangular shape
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
- E04F11/02—Stairways; Layouts thereof
- E04F11/104—Treads
- E04F11/108—Treads of wood or with an upper layer of wood
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/10—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements of wood or with an outer layer of wood
- E04F13/105—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements of wood or with an outer layer of wood with an outer layer imitating natural stone, brick work, tiled surface or the like
Definitions
- WO 2010/047570 A double walled wood block and a method for building a wall thereof.
- the board can be outer or inner, even if the wood species are different, because it is exactly the same board cut, which has rotated 180 °.
- the vertical tongue (1) always in the axis of the thickness of the board, located at the left end in the top board is found at the right end in the bottom board.
- the vertical groove (2) located at the right end in the top board is found at the left end in the bottom board. This principle will be applied to all building blocks. This avoids having to cut two different boards to build the block.
- FIG.1 Plan view of the outer or inner plank. All the dimensions of the construction respect a frame (X * 0.5) and precise ratios so that all the elements of the construction fit together, in length, in width and in height. For a board of length (X * 6), four dovetail cuts (4), made on half the thickness of the board and over its entire height, are located along the length at (X * 0, 5), then to (X * 2), then to (X * 1), then to (X * 2), and so on ... Thus, the intermediate boards will always be superimposed and the construction will offer a very high compressive strength.
- FIG.3 Detail of the left end of the outer or inner plank.
- the vertical tongue (1) always in the axis of the thickness of the board, located at the left end in the top board is found at the right end in the bottom board.
- (X * l) corresponds to the current height of a wooden board sold commercially.
- the steel bars (12) are bolted to both ends of the wall. Thanks to this system of threaded rod, these piles of blocks become like real prestressed beams. These rods will consolidate all the construction and will allow to build on several floors. These holes also allow you to place hooks vertically that attach several stacked bunks, or a whole wall from top to bottom. This system of steel reinforcements, hidden inside the blocks, will give the wooden constructions a very great strength and a great resistance.
- the base block (III) consisting of two outer - inner planks (I) and four intermediate planks (II). This block is solid wood. Neither glue nor nail is necessary for its assembly. Thanks to the dovetails, the intermediate boards fit into the outer board and the inner board. All forms a block.
- the corner block is the result of crossing two boards (IV) and two boards (V).
- the square of wood (VII) cut to the internal measurements of the corner block, in length (X * 2 - 2 * e) and in width (X * 2 - 2.e) and whose height is half of the height of the block (X * 0.5).
- "E” being the thickness of the wood. This square of wood (VII) can strengthen the corner block.
- FIG. 14 Interlocking the corner block (VI) with two base blocks (III). Steel bars, threaded rods (11), or crenellated concrete bars, or cables, threaded into the holes (7) and bolted (12) attached to the corners of the wall, ensure a perfect connection between all the blocks from the same pile of wall.
- the tongued vertical end (1) is on the side of the notches (10), and the other vertical edge of the board (IX), on the side of the dovetails, is grooved (2). While the board (X) is the opposite, the groove (2) is on the vertical end of the side of the notches, while the tongue (1) is on the side of the dovetails. Like all the boards of the construction, on the upper edge, one finds a tongue (5) and on the lower edge a groove (6).
- the elongated corner block (XI) is composed of two intermediate boards (II) and two corner boards (IV) which fit into an elongated outer board (IX) and an elongate inner board (X).
- the joist (XII).
- the joist will be a structuring element that will slip inside the blocks.
- the joist in height, the joist is (X * 0.5) and thus takes half the height of a block.
- the joist is (2 * X- 2 * e) Since "e" is the thickness of the wooden planks.
- the joist can slip inside the block.
- the elongated outer corner board with the cut top (XIX) comes from the board (IX) where a hole (2 * X-2 * e) in width and (X * 0.5) in height, is practiced in its upper part.
- the inner elongated corner board with the cut top (XX) is the board (X) where a hole (2 * X-2 * e) in width and (X * 0.5) in height, is practiced in its upper part.
- the outer elongated corner board with the lower cut-out portion (XXII) is the board (IX) where a hole (2 * X - 2 * e) in width and (X * 0.5) in height, is practiced in its lower part.
- the inner elongated corner board with the cut bottom portion (XXIII) is the board (X) where a hole (2 * X - 2 * e) of width and (X * 0.5) in height, is practiced in its the top part.
- These seven cut-out corner and corner boards create all sorts of possible corner blocks, to solve any possible corner, where two, three, or four walls meet from left, right, and front. .. with joists in the upper or lower part of the block, and in all possible directions.
- the high joist is along the elongated part of the block. Two walls intersect at right angles, but the low joist is inverted and goes to the right.
- the elongated corner block cut for a joist bass continues and another high cross stops at the corner (XXXIII). A joist continues beyond the block (20) and the other stops at the corner block (21).
- the high joist is along the elongated part of the block. Three walls meet in this corner.
- the two joists stop at the corner. (21).
- the high joist goes to the left.
- the low joist is along the elongated part of the block. Here, two walls intersect at right angles.
- the elongated corner block cut for two joists that stop at the corner, inverted L corner (XXXVII).
- the two joists stop at the corner. (21).
- the high joist goes to the right.
- the low joist is along the elongated part of the block.
- two walls intersect at right angles.
- the floor beams may also be composed of exterior and interior planks cut to the length of the wall.
- wood squares (VII) of (X * 2 - 2 * e) in height, of (X * 0.5) in width and of different lengths, according to the holes where they must be. insert (X * 0.3), (X * 0.9), (X * 1.6). Holes (7) are made to pass through the steel rods (11).
- Fig.33, 34 For main girders (XXXIX) which have to support larger spans or heavier loads, a double row of squares of wood (VII) and four bars of wood can be used. stretched steel. It becomes a heavy beam, and as such, it can only be handled with a crane. But, this beam can arrive in spare parts on the building site. It can be mounted on site. For example, the beam arrives from a single piece (24), the length of the wall and the supports. But it is hollowed out of wooden squares (VII) and steel bars (11). So, it remains relatively light (24).
- FIG. 35 The floor beams (XXXVIII) rest on half the wall thickness. On each floor, the wall always ends with a joist (XII) inserted into a block (XIII). Thus, from the outside or inside of the building, the joists are completely hidden, we only see blocks superimposed on each other. Thanks to the joist, the weight of the floors will be well distributed over the entire wall and returned to the corners, so to the foundations.
- the floor beams (XXXVIII), all (X * 3), are measured at the center of the floor beams. On the floor beams (XXXVIII), an insulator (25) will be deposited and a conventional wooden floor (26) made.
- the hollow wall hooks (27) attach the pile of walls to each other.
- the vertical service ducts provide an opening (28) at the floor level to connect to any horizontal ducts that run inside the floors.
- the basic block cut out, in the center, to insert the floor beams on a wall of slit (XLVIII).
- XLVIII a wall of slit
- the floor beams are supported on both sides of the wall. It is therefore necessary to provide all the interstices necessary to let the floor beams (XXXVIII) rest on the wall.
- FIG.42 Illustration of the base block for a wall end, left side, cut to insert the floor beams (XLV), with the beams that are inserted therein.
- the basic blocks cut to insert the floor beams on a slotted wall (XL VII) and (XL VIII). In the case of the wall, the floor beams rest on both sides of the wall.
- the cornice will be housed in the last block pile of the wall (35).
- This last pile of blocks is composed of basic blocks with the upper half of the cut insert (XIII). In this half block height left free, you can insert a cornice.
- the drain pipe can be located in the middle of the ledge and go down inside the wall (36). On the same principle, it is also possible to make oblique roofs.
- the building floor system (L) is virtually identical to the flat roof system (XLIX). So floor beams (XXXVIII), arranged all (X * 2), rest on half the thickness of the wall. Under the floor beams (XXXVIII), there is a first joist (XII). This first joist is inserted in a row of base blocks with the upper half of the cut spacer (XIII). Near the edge, there are two floor beams side by side to strengthen the edges, more stressed by the weight of the furniture. The supports of the floor beams (XXXVIII) are enclosed by two piles of blocks cut to insert the floor beams (XL) into the wall.
- a round hole (28) allows the horizontal technical sleeves which are located at the level of the floors to connect with the vertical technical ducts which are located inside the walls.
- a second joist is deposited on the supports of the floor beams (XXXVIII) and on the second pile of blocks (XL).
- the system of two joists encloses the two floor beams (XLII). Indeed, the two joists (XII), located under and above the floor beams (XXXVIII) are attached to each other by vertical steel bars (29) bolted above and below. Then, we continue to mount the wall with a first pile of blocks whose lower half of the spacer is cut (XIV).
- FIG.45 The corner system reinforced by two vertical joists (LI).
- Vertical joists (XII) are inserted vertically into the outer end of the corners of the walls (37). These two joists (XII) go up along the corners from the foundation to the roof.
- the joists are firmly attached to the corner blocks (VI) and (XI), or, at the elongate corner blocks of (XXIV) to (XXXVII), as well as to the walls, by the horizontal steel bars (29) bolted .
- the steel bars cross the wall along its entire length. They connect the two corners of the two ends of the wall. Thus, thanks to these contiguous joists, the corners become real columns extremely solid.
- the entire construction can rest on its corners that are strong enough to take all the loads and return them to the foundations.
- the foundations are always located under these corners.
- the corner and the two intersecting walls are firmly attached to the foundation by means of the vertical steel bar that rises from the foundation to the last pile of blocks.
- the horizontal joists (XII) of the last pile of blocks intersect at the corner. At the corner, these two joists (XII) are threaded into the vertical rod (29) and are bolted (38). The building can withstand all storms.
- the entire construction can be based on these columns strong enough to take all the charges and return to the foundations below them.
- the column and the two intersecting walls are also firmly attached to the foundation by means of the vertical steel bar (29) which rises from the foundation to the roof.
- the first horizontal joists (XII) on which we will mount the walls, intersect at the top of this column.
- the horizontal joists are threaded and bolted to this vertical rod (38).
- the vertical rod (29) continues to the roof to attach the entire construction to the foundation.
- the formwork system (VIII) used to build the foundations can be used to build concrete columns.
- the base blocks (III) removes the interlayers (II) so that we can pour concrete.
- II interlayers
- the lost formwork system (VIII) used to build the concrete foundations can be used to build concrete columns, if necessary.
- a first pile of lost formwork blocks for concrete beams is deposited on the horizontal joist (XII).
- Concrete bars of concrete are placed vertically and horizontally, which will serve as reinforcements for concrete, sized according to the expected load (29).
- pipes (40) are also placed in order to allow the vertical passage of the ducts through the concrete beams. The formwork remains in place.
- elongated formwork corner blocks can also be used to provide additional strength for corner blocks for formwork.
- the elongated corner blocks are almost identical to the corner blocks, they have the same characteristics, the same weft, the same ends male and female tongues (1) and (2), the same notches to the top and to
- the elongated corner blocks for formwork and the elongated corner blocks fit perfectly into each other. The only difference is that the dovetails are not used but holes that will receive horizontal threaded rods bolted to both ends.
- LXIX The elongated corner blockboard for formwork, with the notches facing downwards, located on the tongue side (1) (LXX); The elongated corner block board for formwork, notches down, cut groove end (LXXI); The elongated corner block board for formwork, notches down, tongue end cut (LXXII).
- the elongated corner block for formwork for a concrete beam (LXXIII); The elongated formwork corner block for two angle concrete beams forming an inverted L (LXXIV); The elongated formwork corner block for two angled concrete beams forming an L (LXXV); The elongated formwork corner block for three concrete beams forming a T (LXXVI); The elongated formwork corner block for three concrete beams forming a t (LXXVII); The elongated formwork corner block for three concrete beams forming an inverted t (LXXVIII); The elongated formwork corner block for four concrete beams, forming a + (LXXIX).
- Sloping roof system (LXXX) is required in some areas where it is raining or snowing heavily.
- the oblique roof is sometimes imposed by planning regulations.
- the sloped roof system consists of floor beams
- the floor beams (XXXVIII) are attached to trapezoid-shaped pieces of joist (41) and deposited on the horizontal joist (XII).
- the trapeziums are firmly attached to the horizontal joist (XII) on which they rest.
- the horizontal joists are firmly attached (38) to the foundation by the vertical bar (29) which rises from the foundation to the roof, inside the corners.
- the triangulation beams will be connected by a cylindrical wooden beam (42) which is inserted into all the beams and holds them all in place.
- the staircase goes up (X * 20,56).
- the pace of the staircase often falls on the rhythm of the height of the pile of blocks.
- the 3rd step is (X * 3.98) in height
- the seventh step is (X * 9.08) in height
- the tenth is (X * 12.91) in height
- the fourteenth fact (X * 18.01) in height we can make constructions with half levels, the staircase can stop there, the height of its steps will adjust easily.
- the bars vertical extensions (54) will serve as pillars of a railing on which a handrail can be placed (55).
- the last joists of the last step can be embedded in the beam of the upper floor to maintain the staircase in place (56).
- the bearing forms a single block.
- the invention required several years of research and the realization of numerous life-size tests before arriving at a complete concept of wooden block building construction, from the foundation to the roof. It's not just about inventing a block, but it's a complete concept of building a building that is sought after. And this construction is done by simple interlocking of wooden elements, without the least nail, from the foundation to the roof.
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- Engineering & Computer Science (AREA)
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- Joining Of Building Structures In Genera (AREA)
Abstract
Description
Claims
Priority Applications (5)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AU2010356994A AU2010356994A1 (en) | 2010-07-08 | 2010-07-08 | Construction of buildings using wooden blocks |
US13/808,593 US20130104488A1 (en) | 2010-07-08 | 2010-07-08 | Construction of buildings using wooden blocks |
EP10742891.4A EP2591178A1 (fr) | 2010-07-08 | 2010-07-08 | Construction de bâtiments en blocs de bois |
LU91966A LU91966B1 (fr) | 2010-07-08 | 2010-07-08 | Construction de bâtiments en blocs de bois |
PCT/IB2010/053123 WO2012004633A1 (fr) | 2010-07-08 | 2010-07-08 | Construction de bâtiments en blocs de bois |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PCT/IB2010/053123 WO2012004633A1 (fr) | 2010-07-08 | 2010-07-08 | Construction de bâtiments en blocs de bois |
Publications (1)
Publication Number | Publication Date |
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WO2012004633A1 true WO2012004633A1 (fr) | 2012-01-12 |
Family
ID=43947656
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/IB2010/053123 WO2012004633A1 (fr) | 2010-07-08 | 2010-07-08 | Construction de bâtiments en blocs de bois |
Country Status (5)
Country | Link |
---|---|
US (1) | US20130104488A1 (fr) |
EP (1) | EP2591178A1 (fr) |
AU (1) | AU2010356994A1 (fr) |
LU (1) | LU91966B1 (fr) |
WO (1) | WO2012004633A1 (fr) |
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WO2014153574A1 (fr) * | 2013-03-25 | 2014-10-02 | Josef Schilcher | Élément de construction composé de deux panneaux avec baguette de raccord |
EP2733276B1 (fr) * | 2012-11-14 | 2016-12-14 | Intech-Les d.o.o. | Élément de construction pour une structure de mur et d'un plafond en bois et un procédé de production |
WO2019102299A1 (fr) * | 2017-11-27 | 2019-05-31 | Energia W Kogeneracji Ewk Spolka Akcyjna | Unité d'ancrage |
EP3550089A1 (fr) * | 2018-04-06 | 2019-10-09 | Jerome Levet | Plot et kit d'assemblage de cloison amovible |
US11021866B2 (en) * | 2018-05-30 | 2021-06-01 | Iida Sangyo Co., Ltd. | Building and construction method for same |
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GB2602298A (en) * | 2020-12-22 | 2022-06-29 | Woodlands Home & Garden Group Ltd | Modular building |
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- 2010-07-08 EP EP10742891.4A patent/EP2591178A1/fr not_active Withdrawn
- 2010-07-08 WO PCT/IB2010/053123 patent/WO2012004633A1/fr active Application Filing
- 2010-07-08 LU LU91966A patent/LU91966B1/fr active
- 2010-07-08 US US13/808,593 patent/US20130104488A1/en not_active Abandoned
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Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2733276B1 (fr) * | 2012-11-14 | 2016-12-14 | Intech-Les d.o.o. | Élément de construction pour une structure de mur et d'un plafond en bois et un procédé de production |
WO2014153574A1 (fr) * | 2013-03-25 | 2014-10-02 | Josef Schilcher | Élément de construction composé de deux panneaux avec baguette de raccord |
WO2019102299A1 (fr) * | 2017-11-27 | 2019-05-31 | Energia W Kogeneracji Ewk Spolka Akcyjna | Unité d'ancrage |
EP3550089A1 (fr) * | 2018-04-06 | 2019-10-09 | Jerome Levet | Plot et kit d'assemblage de cloison amovible |
US11021866B2 (en) * | 2018-05-30 | 2021-06-01 | Iida Sangyo Co., Ltd. | Building and construction method for same |
CN113891976A (zh) * | 2019-05-16 | 2022-01-04 | 米格尔·安吉尔·阿拉贡内斯帕尔多 | 铝制房屋结构 |
GB2602298A (en) * | 2020-12-22 | 2022-06-29 | Woodlands Home & Garden Group Ltd | Modular building |
US11905704B2 (en) | 2020-12-22 | 2024-02-20 | Woodlands Home & Garden Group Limited | Modular building |
CN114941464A (zh) * | 2022-06-15 | 2022-08-26 | 中建一局华江建设有限公司 | 一种植有现代化多功能盒子的木构工坊结构及其施工方法 |
Also Published As
Publication number | Publication date |
---|---|
EP2591178A1 (fr) | 2013-05-15 |
AU2010356994A1 (en) | 2013-02-28 |
LU91966B1 (fr) | 2012-07-05 |
US20130104488A1 (en) | 2013-05-02 |
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