EP2644478B1 - Sperrholzpaneel - Google Patents

Sperrholzpaneel Download PDF

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Publication number
EP2644478B1
EP2644478B1 EP12397510.4A EP12397510A EP2644478B1 EP 2644478 B1 EP2644478 B1 EP 2644478B1 EP 12397510 A EP12397510 A EP 12397510A EP 2644478 B1 EP2644478 B1 EP 2644478B1
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EP
European Patent Office
Prior art keywords
panel
plywood
projection
tongue
plywood panel
Prior art date
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Active
Application number
EP12397510.4A
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English (en)
French (fr)
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EP2644478A1 (de
Inventor
Riku HÄRKÖNEN
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UPM Plywood Oy
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UPM Plywood Oy
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Application filed by UPM Plywood Oy filed Critical UPM Plywood Oy
Priority to DK12397510.4T priority Critical patent/DK2644478T3/en
Priority to EP12397510.4A priority patent/EP2644478B1/de
Publication of EP2644478A1 publication Critical patent/EP2644478A1/de
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/02—Flooring or floor layers composed of a number of similar elements
    • E04F15/02038—Flooring or floor layers composed of a number of similar elements characterised by tongue and groove connections between neighbouring flooring elements
    • 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/02—Flooring or floor layers composed of a number of similar elements
    • E04F15/04—Flooring or floor layers composed of a number of similar elements only of wood or with a top layer of wood, e.g. with wooden or metal connecting members
    • E04F15/045—Layered panels only of wood
    • E04F15/046—Plywood panels
    • 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
    • E04B1/38—Connections for building structures in general
    • E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
    • E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
    • E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
    • E04B1/6125—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions on the one frontal surface co-operating with recesses in the other frontal surface
    • 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
    • E04B1/38—Connections for building structures in general
    • E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
    • E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
    • E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
    • E04B1/6179—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions and recesses on each frontal surface
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F2201/00—Joining sheets or plates or panels
    • E04F2201/01—Joining sheets, plates or panels with edges in abutting relationship
    • E04F2201/0107—Joining sheets, plates or panels with edges in abutting relationship by moving the sheets, plates or panels substantially in their own plane, perpendicular to the abutting edges
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F2201/00—Joining sheets or plates or panels
    • E04F2201/02—Non-undercut connections, e.g. tongue and groove connections
    • E04F2201/026—Non-undercut connections, e.g. tongue and groove connections with rabbets, e.g. being stepped

Definitions

  • the invention relates to panels, in particular plywood panels.
  • the invention relates to a method for installing plywood panels.
  • the invention relates to a structure, in which a plywood panel is attached to a substrate.
  • the invention relates to a wall structure comprising a plywood panel.
  • Plywood panels are widely used. Plywood panels are used in construction, e.g. in walls of a building. Plywood panels can be used in floors. Moreover, plywood panels can be used in vehicles as structural material for floors or walls.
  • Plywood is a type of manufactured timber made from thin sheets of wood, i.e. plywood layers. Plywood layers (made of one or more veneers) are glued together to make plywood panels. Plywood is flexible, inexpensive, workable, re-usable, and can usually be locally manufactured. Plywood is used instead of plain wood because of its resistance to cracking, shrinkage, and twisting/warping, and its general high degree of strength.
  • the veneers, which are used to produce plywood panels are usually turner from wood. When turning the veneers from wood, micro cracks may be formed to the veneers.
  • oriented standard boards OSB
  • OSB oriented standard boards
  • a plywood laminate having a tongue and a corresponding groove or a click-lock edge configuration is known.
  • the tongue comprises portions of at least two plies and at least one of the plies is a higher quality ply.
  • a shiplap with a crusher bead has been applied in wooden floorings and composite wood floorings comprising planks, in US2005/0266200 , CA2275848 , US6179942 , and US2007/0193179 ; to account for swelling.
  • An embodiment of the invention eases the process of fixing panels to a substrate such that uneven swelling, contraction or expansion properties of the plywood panel and the substrate can be accounted for.
  • a space may be left to most parts between two panels, wherein the space allows for swelling of the panel or contraction of the substrate.
  • a panel comprising
  • a panel system comprising
  • a wall structure comprising
  • a method for forming a space in between a panel and an object, the object having an essentially planar part comprising
  • a panel according to an embodiment of the invention.
  • a use of the panel in a building There is also provided a use of the panel in a wall of a building.
  • a use of the panel in a vehicle There is also provided a use of the panel in a vehicle.
  • Plywood is a type of manufactured timber made from thin sheets of wood, i.e. plywood layers. Plywood layers (made of one or more veneers) are glued together using an adhesive to make plywood panels.
  • As the adhesive e.g. a liquid resin may be used. The liquid resin may be dried, such that the adhesive of the finished panel may comprise resin.
  • Plywood panels are widely used. Plywood panels are used in construction, e.g. in walls of a building. Plywood panels can be used in floors. Moreover, plywood panels can be used in vehicles as floor or wall material. Typically a plywood panel is attached to a substrate. In addition to plywood panels, oriented standard boards (OSB) can be used for similar purposes.
  • OSB oriented standard boards
  • Wood such as plywood, is known to absorb moisture in humid conditions. Moistening of wood depends on the environment in which wood is used. The moisture content of wood in saturation (i.e. 100 % relative humidity) is about 30 %. Thus, 1 kg of dry wood may absorb up to 300 g of humidity. When the relative humidity decreases, the amount of water absorbed by wood is defined as an equilibrium moisture content, EMC. For example, when the relative humidity is 60 %, the EMC for wood is about 10 - 12 %, depending on temperature, meaning that 1 kg of dry wood may absorb about 100 g of water (humidity).
  • EMC equilibrium moisture content
  • CME coefficient of moisture expansion
  • HCE hygrometric coefficient of expansion
  • a plywood panel may be fixed to a substrate.
  • the substrate may be e.g. a metal structure.
  • the substrate may be e.g. a metal frame comprising metal bars.
  • Metals are known not to absorb moisture. Therefore metals do not swell in humid conditions.
  • the substrate may be a gypsum substrate.
  • HCE hygrometric coefficient of expansion
  • the substrate may have different thermo-hygro-mechanical properties, such as thermal expansion and/or moisture swelling properties.
  • thermo-hygro-mechanical properties such as thermal expansion and/or moisture swelling properties.
  • plywood panels are known to swell in humid conditions much more than either metal or gypsum substrates. Therefore, if the panels are fixed to a substrate such that a panel is in contact with another panel, swelling may result in internal stress in the panels. These internal stresses may set off warping or cracking of the panels.
  • Thermal expansion is characterized by the coefficient of thermal expansion (CTE).
  • CTE coefficient of thermal expansion
  • the CTE for many wooden materials is in the range 5 - 55 ppm/°C, depending on wood and the direction.
  • the CTE for many metals is in the range 12 - 20 ppm/°C.
  • the CTE for a gypsum board is about 16 ppm/°C. Therefore, the plywood panel may expand or shrink differently from a metallic or a gypsum substrate when the temperature changes.
  • thermo-hygro-mechanical properties of the material are generally referred to thermo-hygro-mechanical properties of the material. These properties include the above mentioned properties. These different thermo-hygro-mechanical of different materials should be taken into account in a structure comprising materials with different thermo-hygro-mechanical properties.
  • Fig. 1 shows a perspective view of a plywood panel 101.
  • One of the edges of the panel 101 comprises a tongue 111.
  • the panel limits a groove 121 on the same edge.
  • Some typical measures of the panel are shown in the figure: the length of the panel, L pa , the thickness of the panel, T pa , and the width of the panel, W pa .
  • the panel On the edge opposite to the tongue 111, the panel may comprise a respective tongue and respective groove.
  • the shapes of tongue 111 and the groove 121 may be adapted to the shapes of the respective groove and respective tongue of another similar panel.
  • the panels may be attached to a rigid substrate.
  • the plywood panel may deform during its service life. E.g. moisture may swell the panel, or temperature may contract substrate more than the panel. As described in the background, swelling of the panel 101 in the arrangement may result in internal stresses in the panel, further resulting in warping and/or cracking.
  • a space may be left between the two panels.
  • the space allows for a second panel to expand (swell), even if the second panel is fixed to the substrate.
  • the panels should be attached relatively close to each other in order to build an even surface.
  • Such a narrow space may be formed e.g. by using a spacer.
  • the spacer may be kept between the panels while fixing the second panel to the substrate (assuming that a first panel has already been fixed to the substrate). Thereafter, the spacer may be removed from the space.
  • using a spacer takes some time in the assembling process.
  • Fig. 2a shows, in a side view, a panel 200 according to an embodiment of the invention.
  • the panel 200 comprises a first planar surface 202 and a second opposite planar surface 204, wherein the second surface is parallel to the first surface.
  • the panel 200 of Fig. 2a is made of plywood.
  • the panel 200 comprises plywood layers arranged between the first surface and the second surface, wherein the plywood layers are parallel to the first surface 202 (and the second surface 204).
  • the panel further comprises edges 206 and 208 extending from the boundaries of the first surface 202 to the boundaries of the second surface 204. As a side view of the panel is shown, only two edges are shown.
  • the panel 200 of Fig. 2a has a rectangular shape, whereby the panel comprises four edges.
  • At least one edge 206 comprises a projection 230.
  • the projection 230 protrudes from the first edge 206.
  • the projection 230 protudes in a direction essentially perpendicular to the first edge 206. In Fig. 2a , this direction is horizontal.
  • the projection 230 extends in a direction of the first edge 206, the direction being perpendicular to the plane of the figure 2a .
  • the projection 230 of Fig. 2a extends in the direction of the width of the panel 200, the width being shown in Fig. 1 .
  • the projection 230 extends preferably throughout the edge 206 of the panel 200 in the direction of the width of the panel. If the projection 230 does not extend throughout the edge of the panel, the panel may comprise several projections 230 in the direction of the width of the panel 200.
  • the projection 230 comprises a part of at least one plywood layer. That is, the projection is an integral part of the panel. Therefore, the projection 230 is made of wood or wood and adhesive, wherein the adhesive is used to attach the plywood layers to each other to form the plywood panel.
  • the adhesive may comprise resin, as discussed above.
  • the projection 230 is made of the same material as the rest of the panel 200.
  • the projection 230 can be made to the panel 200 e.g. by machining, milling, or cutting.
  • the projection 230 is arranged on a distance d p from the first surface 202 ( Fig. 2b ). The distance is defined as the distance between the plane of the first surface 202 and the centre of the projection 230.
  • the projection 230 is arranged to support the panel 200. Under compression, e.g. when the plywood panel swells, the projection 230 is arranged to deform. If the compression is small, the projection 230 is elastically, i.e. reversibly, deformed. However, if the compression is large, the projection 230 is also plastically, i.e. permanently, deformed.
  • the edges 206 and 208 of the panel 200 in Fig. 2a are shaped for a half lap scarf joint.
  • the first edge 206 comprises a first tongue 210, and the first edge 206 limits a first groove 220.
  • the second edge 208 comprises a second tongue 240, and the second edge 208 limits a second groove 250.
  • the projection 230 is arranged in the first tongue 210.
  • the shape of the second groove 250 is adapted to the shape of first tongue 210.
  • the projection 230 may be completely deformed by compression. Therefore, the shape of the second groove 250 is adapted to the shape of first tongue 210, when the projection 230 is completely deformed. Under a complete deformation the projection is completely compressed.
  • the shape of the first groove 220 is adapted to the shape of second tongue 240. As with the first tongue, the shape of the first groove 220 is adapted to the shape of second tongue 240, when the projection 230 is completely deformed. Because of the tongues and the grooves (i.e. the half lap scarf joint) two panels can be easily adapted to each other, and because of the projection, a space 150 is left in between two such panels (cf. Fig. 3a ).
  • the panel comprises a second edge 208 opposite to the first edge 206 that comprises the projection 230.
  • the second edge 208 comprises a supporting area 232 arranged to support the projection 230 of another similar panel.
  • the supporting area 232 is shown by the dotted circle around the supporting area 232.
  • the thickness of the panel, T pa may be in the range from 5 mm to 60 mm, preferably about 12 mm.
  • the length of the panel, L pa may be from 300 mm to 1800 mm, preferably from 500 mm to 620 mm.
  • the panel may be arranged to be fixed to a supporting frame having supports at the intervals of 450 mm or 600 mm, whereby the additional 50 mm to 20 mm allows for the tongue-groove joint.
  • the height of the projection, L p may be from 1 mm to 5 mm, preferably about 2 mm.
  • the length of the first tongue 210, L t1 (including the height of the projection 230) may be from 15 mm to 30 mm, preferably about 20 mm.
  • the second groove 250 is adapted to receive the first tongue 210.
  • the shape of the second groove 250 is adapted to the shape of first tongue 210, when the projection 230 is completely deformed. Therefore, the length of the second groove, which equals the length of the second tongue 240, L t2 , equals the length of the first tongue, excluding the height of the projection.
  • L t2 L t1 -L p .
  • the shape of the second groove 250 is adapted to the shape of first tongue 210, when the projection 230 is completely deformed. When the projection 230 is not deformed, a space 150 is left between panels ( Fig. 3a ).
  • the thickness of the projection 230, T p may be in the range from 0,5 mm to 3 mm, preferably about 1,5 mm.
  • the thickness of the first tongue 210 (including the thickness of the projection 230), T t1 may be e.g. about half of the thickness of the panel, T pa , or, preferably slightly more, as will be discussed later.
  • the width of the panel, W pa may be in the range from 300 mm to 3600 mm, preferably about 2440 mm.
  • the projection 230 is arranged on the longer edge on the panel.
  • the projection could be arranged on the shorter edge.
  • the projection could be arranged on two edges, e.g. on a longer edge and on a shorter edge, or on two equally long edges on a square panel, to allow for swelling, expansion, and/or contraction two directions.
  • Figure 3a shows a structure comprising a substrate 310 and two plywood panels 200a and 200b.
  • the substrate 310 may be e.g. a wall or a frame in a building.
  • the panel 200a is attached to the substrate 310 using attachment means 140a such as a nail or a screw. If the substrate is a metal frame, the attachment means is preferably a screw.
  • the first tongue 210 of the panel 200b is arranged in the second groove of panel 200a, limited by the second tongue 240 of the panel 200a.
  • the panel 200b is supported on the panel 200a. More precisely, the projection 230 of the panel 200b can be supported to the supporting area 232 of the panel 200a.
  • the panel 200b When the panel 200b is in this way supported by the panel 200a, the panel 200b can attached to the substrate 310 using attachment means 140b such as a nail or a screw.
  • attachment means 140b such as a nail or a screw.
  • Fig. 3a at least the panel 200b is substantially dry.
  • a space 150 is left between the panels.
  • the width of space 150 (in the direction of the height of the projection) corresponds to the height of the projection, L p . This applies when installing the panels. If the panels swell, the width of the space 150 decreases.
  • the space 150 does not extend from the first surface 202 to the second surface 240, as the panels are supported by the combination of the projection 230 and the supporting area 232.
  • the attachment means 140a and 140b keep the respective locations of the panels fixed. Therefore the panel 200b swells or expands is such a way that the projection 230 is compressed towards to panel 200a. Under compression, the projection 230 deforms and allows for swelling of the panel 200b.
  • the pressure (i.e. stress) under the supporting area 232 of the panel 200a spreads to the panel 200a within a short distance. Therefore, the compressive stress in the supporting area 232 decreases to the same compressive stress as in the panel 200b, i.e. ⁇ , provided that the cross sectional areas of the panels 200a and 200b are the same. Therefore, the compressive stress is concentrated mainly in the projection 230, and only in a small volume near the supporting area 232.
  • the yield stress may be related to a yield force, i.e. a compressive force, where the material starts to yield.
  • the projection 230 has a first yield force, and the supporting area has a second yield force, wherein the second yield force is greater than the first yield force. This is because of the principle of the stress concentration, even if the plywood panels 200a and 200b have the same compressive yield stress. The compressive stress is thus concentrated into the projection 230.
  • the thickness of the projection 230, T p should be at most one third (1/3) of the thickness of the panel, T pa .
  • the thickness of the projection 230, T p is at most one fifth (1/5) of the thickness of the panel, T pa . It is also possible to exploit the anisotropic properties of plywood, whereby even the yield stress of the projection 230 may be smaller than the yield stress of the rest of the panel 200. This issue will be described in more detail later.
  • the panel of Fig. 4a comprises a first edge that comprises the projection 230.
  • the panel comprises a second edge.
  • the second edge is planar and opposite to the first edge.
  • the second edge comprises the supporting area 232.
  • the panel of Fig. 4a is not an embodiment of the invention.
  • Figs 4b-4f show embodiments of the invention in a side view.
  • the invention relates to a panel, even if all these figures show two mutually similar panels.
  • the projection 230 of a panel, and the corresponding supporting area 232 are shown in the figures.
  • the panel of Fig. 4b comprises a first edge that comprises a first tongue and a first groove.
  • the projection 230 is arranged in the first groove.
  • the panel comprises a second edge.
  • the second edge comprises a second groove and a second tongue.
  • the supporting area 232 is arranged in the second tongue.
  • the depth of the first groove, excluding the projection 230, equals the length of the second tongue.
  • the panel of Fig. 4c comprises a first edge that comprises a first tongue and a first groove.
  • a first projection 230a is arranged in the first groove and a first supporting are 232a is arranged in the first tongue.
  • the panel comprises a second edge.
  • the second edge comprises a second groove and a second tongue.
  • a second projection 230b is arranged in the second groove and a second supporting are 232b is arranged in the second tongue.
  • the edges are symmetrical, and can be machined with same tools.
  • the depth of the grooves, excluding the projections 230a and 230b equals the length of the tongues. In this way the shape of the tongues are adapted to the shape of a grooves, when the projections 230a, 230b are completely deformed.
  • the tongue-groove joint of Fig. 4d comprises two opposing half lap scarf joints ( Figs. 2a, 2b , 4a and 4b ).
  • the joint of Fig. 4d comprises elements of such joints. Therefore, the panel of Fig. 4d comprises a first edge that comprises a first tongue between two grooves.
  • the projection 230 is arranged in the first tongue.
  • the panel comprises a second edge.
  • the second edge comprises a second groove between two tongues.
  • the supporting area 232 is arranged in the second groove.
  • the panel of Fig. 4e comprises a first edge that comprises a first tongue between two grooves.
  • the supporting area 232 is arranged in the first tongue.
  • the panel comprises a second edge.
  • the second edge comprises a second groove between two tongues.
  • the projection 230 is arranged in the second groove. The walls of the groove, i.e. the two tongues of the second edge, protect the projection 230.
  • the panel of Fig. 4f comprises a first edge that comprises a tongue in between two first grooves.
  • a first supporting area 232 is arranged on one of the first grooves, and a second supporting area 232 is arranged on the other first groove.
  • the panel comprises a second edge.
  • the second edge comprises a groove between two second tongues.
  • the projections are arranged on the second tongues; a first projection 230 on the first second tongue and a second projection 230 on the second second tongue.
  • the projections comprise a part of the surface plywood layer of the panel.
  • projections could be alternatively arranged on the first grooves (not shown).
  • the supporting areas could be arranged respectively on second tongues (not shown).
  • a first projection could be arranged on a first groove, and a second projection could be arranged on a second tongue (not shown).
  • the a first supporting area could be arranged respectively on a second tongue and a second supporting area could be arranged on a first groove (not shown).
  • Figure 5 shows installing the panels of Fig. 4f to a floor structure.
  • the process starts by arranging the projection 230 of a first panel 200a in contact with a supporting area of the wall structure 510. Specifically, the panel 200a is moved, e.g. on the substrate 310, such that the projection 230 of the panel is in contact with the supporting area, as depicted in the figure.
  • the first panel 200a may be fixed to the substrate 310.
  • the panel 200a is a floor panel, the panel may be kept in its place by gravitational force, i.e. without the fixing means 140a.
  • the substrate 310 is not necessarily a solid substrate, and may be for example a frame, grid or a mesh.
  • a second panel 200b may be installed in a similar manner.
  • the projection 230 of the second panel 200b is arranged in contact with the supporting area 232 of first panel 200a.
  • the second panel may be fixed to the substrate 310 by fixing means 140b or by gravitational forces.
  • the panels of Fig 4f are used, wherein projections 230 comprise a part of the surface plywood layer of the panel 200a, 200b, the surface of the floor thus formed by the panels is free of the spaces 150.
  • the space 150 is formed only in the interior of the joint.
  • Figs. 6a-6c and 7a-7c show, in a side view, using the panel of Fig. 2a (and Fig. 9a and 10a ) in a wall structure, and a method for installing such a structure.
  • the difference between Figs. 6 and 7 is that in the figures 6 , the second surface of the panel is facing the inner wall 310 (substrate), while in the figure 7 , the first surface of the panel is facing the inner wall 310.
  • the inner wall may comprise a metal frame. Installing the wall structure starts by fixing the first panel to the inner wall 310 to a proper height. Comparing Figs. 6a and 7a , in Fig.
  • a spacer may be used to form the first space 150 while fixing the panel 200a to the inner wall.
  • the space is formed by supporting the projection 230 to the floor 520, whereby part of the floor acts as a supporting area for the projection.
  • the panel 200 is preferably installed such that a groove that opens upwards is also facing towards to substrate 310.
  • the groove may be the first groove 220.
  • the groove may be the second groove 250.
  • the upward-opening groove 220, 250 can be used to install the second panel 200b ( Figs. 6b , 7b ).
  • a tongue of the second panel 200b can be installed to the upward-opening groove 220, 250.
  • the first panel 200a can be fixed to the wall with the fixing means 140 such as a nail or a screw.
  • the fixing means 140 such as a nail or a screw.
  • the projection 230 of the panel 200a is in contact with an essentially planar part of the floor 520.
  • the panel 200a is moved, e.g. from a storage, such that essentially the whole projection 230 of the panel is in contact with the floor 520.
  • the floor 520 may comprise a panel.
  • the first panel 200a is in contact with the floor (or a panel of the floor), wherein the first panel is essentially perpendicular to the floor.
  • the second panel 200b is installed such that the supporting area 232 of the second panel 200b is facing the projection 230 of first panel 200a.
  • the projection 230 (of the first panel 200a) supports the second panel 200b.
  • the second panel 200b is installed such that the projection 230 of the second panel 200b is facing the supporting area 232 of first panel 200a.
  • the projection 230 (of the second panel 200b) supports the second panel 200b.
  • the combination of the projection 230 and the supporting area 232 form the support for the second panel 200b, and provides the space 150.
  • Figs. 6b the combination of the projection 230 and the supporting area 232 form the support for the second panel 200b, and provides the space 150.
  • the projection 230 of a panel 200 is in contact with an essentially planar part of another similar panel 200.
  • the essentially planar part is the supporting area 232.
  • the second panel 200b is moved in such a way that essentially the whole projection 230 is in contact with the supporting area 232.
  • the second panel 200b is essentially parallel to the first panel 200a.
  • an overlying layer 610 is installed on the plywood panels.
  • the overlying layer 610 comprises a gypsum board.
  • the overlaying layer 610 is fixed to at least one plywood panel 200 using the fixing means 620 such as nails or screws.
  • the fixing means 620 may be located substantially at the same height as the fixing means 140, provided that they are horizontally at different locations.
  • a gypsum board is known to be brittle, the gypsum board does not withstand warping. Therefore, the space 150 allowing for uneven expansion, contraction or swelling of the different layers, is needed in the panel system of Figs. 6a-6c and 7a-7c .
  • the space 150 is formed using the projection 230 and the respective supporting area 232.
  • the panel system of Figs. 6 and 7 may form a part of a wall structure.
  • a wall structure is essentially vertical. Therefore the panels 200a and 200b in a wall structure are essentially vertical.
  • Each of the panels 200a, 200b of Figs. 6 and 7 comprise a projection 230, a first tongue 210 and first groove 220, wherein the projection 230 of each panel is arranged in the first tongue 210 of the panel.
  • the projections 230 protrude essentially downwards.
  • the panel 200 has first thermo-hygro-mechanical properties, such as EMC, CME, HCE, and CTE, as discussed above.
  • the substrate 310 i.e. the inner wall 310) comprises metal.
  • the inner wall may comprise a metal panel.
  • the substrate 310 (inner wall) may comprise a metal frame, to which the panels are attached.
  • the substrate 310 (inner wall) may comprise a metal frame made of metal bars.
  • the substrate has second thermo-hygro-mechanical properties. As motivated above at least one first thermo-hygro-mechanical property is different from the corresponding second thermo-hygro-mechanical property.
  • the equilibrium moisture content (EMC) of the panel is different from the equilibrium moisture content of the substrate.
  • the coefficient of moisture expansion (CME) of the panel is different from the coefficient of moisture expansion of the substrate.
  • the substrate 310 could be a gypsum board.
  • the wall structure (i.e. a panel system) further comprises an overlying layer 610.
  • the overlying layer 610 comprises a gypsum board.
  • the overlaying layer has third thermo-hygro-mechanical properties. At least one first thermo-hygro-mechanical property (of the panel) may be different from the corresponding third thermo-hygro-mechanical property (of the overlying layer 610).
  • the overlaying layer 610 could, alternatively, comprise a metal panel.
  • the panel system comprises the gypsum board as the overlaying layer 610 to increase fire resistance of the structure.
  • the panel system comprises the plywood panel 200 to increase the strength of the wall structure.
  • the plywood panel enables fixing of objects to the wall structure with standard nails and/or screws.
  • the plywood panels form a continuous supportive layer (as opposed to a discontinuous frame), whereby objects can be fixed to the wall structure to arbitrary locations.
  • the plywood layer enhances the sound insulation of the wall structure.
  • the panel system comprises the substrate (wall comprising metal, such as metal panel or metal frame).
  • the substrate may comprise a metal panel to increase the weather resistance of the wall structure.
  • Fig. 8a shows, in a side view, a plywood panel 800 with three plywood layers 810, 820 and 830.
  • a plywood panel may comprise several plywood layers.
  • the number of plywood layers is odd (i.e. 2xN+1, wherein N is an integer at least one). The number may be even.
  • a plywood panel 800 comprises from 3 to 30, preferably from 4 to 15, and most preferably from 5 to 10 plywood layers.
  • the plywood layers are attached to each other using suitable adhesive.
  • Fig. 8b shows, in a perspective exploded view, the plywood panel of Fig. 8a ; in particular the plywood layers.
  • each plywood layer e.g. the lowest plywood layer 830, comprises at least one veneer 831, 832, 833.
  • the plywood layer 830 of Fig. 8c comprises three veneers 831, 832 and 833.
  • the veneers are attached onto a plywood layer, e.g. onto the plywood layer 820, using suitable adhesive.
  • the term veneer refers to thin slice of wood.
  • a veneer is usually thinner than 3 mm. Veneer is usually produced from wood by turning.
  • Fig. 8d shows, in a perspective view, an example of a veneer 834 and its grain direction 843.
  • the veneer 834 could be used as the veneer 831, 832 or 833, or, as the plywood layer 810, 820 or 830.
  • the veneer 834 As the veneer 834 is turned from wood, the veneer comprises wood grains. As the veneer is a thin slice, it may be considered to be planar.
  • the term grain refers to the alternating regions of relatively darker and lighter wood resulting from the differing growth parameters occurring in different seasons. Typically the different grains of a veneer are more or less parallel.
  • the grains define a grain direction for the veneer.
  • the grain direction represents an average direction of the individual grains of the veneer.
  • the grain direction is parallel with a direction of the plane of the veneer.
  • the grain direction of the veneer 834 is shown with the arrow 843 in Fig. 8d .
  • the grain direction may be referred to as the fibre direction, since the wood fibres are aligned more or less parallel to the grain direction.
  • a plywood layer may consist of one veneer. More typically, a plywood layer may comprise at least two veneers. As illustrated in Fig. 8c , the veneers of a plywood layer are so aligned that the grain directions of different veneers in the plywood layer are parallel. Therefore, each plywood layer has a grain direction. The grain direction is parallel to a direction of the plane of the plywood layer, and therefore also parallel to a direction in the surface of the plywood panel 800. Referring to Fig. 8b , a plywood panel is formed in such a way that the grain direction of each plywood layer is essentially perpendicular the grain direction of an adjacent plywood layer.
  • the grain direction 842 of the second plywood layer 820 is essentially perpendicular to the grain direction 841 of the first plywood layer 810 and to the grain direction 843 of the third plywood layer 830. Therefore, the grain directions of every second plywood layers are essentially parallel.
  • the grain direction 841 of the first plywood layer 810 is parallel to the grain direction 843 of the third plywood layer 830.
  • the grain direction of the plywood layers are shown with the arrows 841 and 843, when the grain direction is in the plane of the figure.
  • the grain direction is perpendicular to the plane of the figure, e.g. the grain direction 842, the direction is shown with the cross-mark.
  • a plywood layer has anisotropic hygro-thermo-mechanical properties, meaning that these properties are different in the grain direction and in the direction perpendicular to the grain direction.
  • Such properties include:
  • the projection 230 is arranged to deform under compression. Because of the above-mentioned anisotropic hygro-thermo-mechanical properties, the projection 230 can be oriented in such a way that the projection 230 is easily deformed under compression. I.e. the elastic modulus and the strength in the direction of compression (i.e. the direction into which the projection 230 protudes) should be small.
  • Fig. 9a shows, in a side view, a plywood panel 200 according to an embodiment of the invention.
  • the plywood layers 810, 820, 830, 840, and 850 of the panel are shown in the figure.
  • the grain directions of the plywood layers are shown using the same convention as in Figs. 8a-8d .
  • a preferred embodiment of the panel comprises five plywood layer, as shown in the figure 9a .
  • the panel according to the preferred embodiment is 12 mm thick, whereby the thickness of the plywood layers is in the average 2.4 mm.
  • the thickness of a plywood layer may be between 1.5 mm and 4.0 mm, preferably between 1.5 mm and 3.2 mm.
  • the projection 230 comprises part of one plywood layer 830.
  • the plywood layer 830 has a grain direction perpendicular to the plane of the figure 9a , as indicated by the cross marks.
  • the projection 230 protrudes in a direction that is parallel to a direction in the plane of the panel 200, and that is parallel to the direction of the length of the first tongue 210. Therefore, the projection 230 protrudes in a direction essentially perpendicular the grain direction of the plywood layer 830, wherein part of the plywood layer 830 is comprised by the projection 230.
  • the plywood layer 830 may be referred to as a protuding plywood layer.
  • the projection 230 protrudes in a direction that is parallel to a direction in the plane of the panel 200, and that is perpendicular to the edge (206, 208, cf. Figs. 2a and 4a ) comprising the projection 230. Also in this case the projection 230 may protrude in a direction essentially perpendicular the grain direction of the plywood layer, part of which plywood layer is comprised by the projection 230.
  • the projection 230 of Fig. 9b comprises a part of the plywood layer 830 (having the above mentioned preferred grain orientation).
  • the projection 230 further comprises a part of the adjacent plywood layer 840, wherein the layer 840 has the unfavourable grain orientation. Therefore, the thickness of the projection 230, T p , exceeds the thickness of one plywood layer 830, T pl .
  • the ratio of these thicknesses, T p /T pl may be from 0.25 to 1.4, preferably from 0.3 to 0.95, and most preferably from 0.4 to 0.9.
  • the plywood layer 840 protudes from the panel, the plywood layer 840 may also be referred to as a protuding plywood layer.
  • the panel 200 of Fig. 9b comprises two protruding plywood layers 830, 840, each having a grain direction, and the projection 230 comprises at least part of each of the said at least one protruding plywood layer.
  • the ratio of material having the preferred grain direction (i.e. thickness of layer 830 comprised in the projection 230) to total amount of material in the projection (i.e. total thickness of the projection) is greater than 75 %.
  • the thickness of layer 830 comprised in the projection 230 equals the thickness of the layer 830
  • thickness of layer 840 comprised in the projection 230 equals approximately half the thickness of the layer 840.
  • the above mentioned ratio is about 2/3.
  • the ratio is at least 75 %.
  • the ratio may also be 100 %, whereby all the material in the projection has the preferred grain direction.
  • the ratio may be selected by selecting the thickness of the projection 230, and by orienting the panel 200, i.e. selecting which edge comprises the projection 230, such that the projection 230 protrudes in such a direction that at least at least the given percentage of material in the projection 230 has a preferred grain orientation, wherein the preferred grain orientation is perpendicular to the direction into which the projection 230 protrudes.
  • OSB oriented standard board
  • An oriented strand board is manufactured in wide mats from cross-oriented layers of thin, rectangular wooden strips compressed and bonded together with wax and resin adhesives (95% wood, 5% wax and resin). These layers are referred to as oriented standard board layers.
  • the layers are created by shredding the wood into strips, which are sifted and then oriented on a belt or wire cauls.
  • the mat is made in a forming line, the layers are built up with the external layers aligned in the panel's strength axis with internal layers cross-oriented.
  • the number of layers placed is determined partly by the thickness of the panel but is limited by the equipment installed at the manufacturing site.
  • individual layers can also vary in thickness to give different finished panel thicknesses (typically, a 15 cm layer will produce a 15 mm panel thickness).
  • the mat is placed in a thermal press to compress the flakes and bond them by heat activation and curing of the resin that has been coated on the flakes. Since an OSB board has similar properties, and also the layers of compressed wooden strips are oriented in a grain direction, and the grain direction of individual layers are cross-oriented, the invention is equally applicable to oriented standard boards.
  • the hygrometric coefficient of expansion (HCE), of an OSB panel is much larger than the HCE of a plywood panel. Therefore, plywood panels are better suited for structures comprising material with different hygro-thermo-mechanical properties. Furthermore, the OSB panel comprise more adhesive material than plywood panels. Therefore, the properties of the cross-oriented wooden layers are not as heavily dependent on grain direction in OSC than in plywood. Thus, the anisotropic properties of the plywood layers enable more orientation-specific properties of the projection 230 than the anisotropic properties of the cross-oriented wooden layers in OSB. In particular, if the projection 230 comprises a part of only one projecting plywood layer, the projection is essentially free from adhesives. Even if the projection 230 comprises a part of more than one projecting plywood layers, the projection comprises less adhesives than a corresponding projection in an OSB panel. Typically, the adhesive material in either plywood or OSB is isotropic, while wood is anisotropic.
  • a plywood panel may comprise an odd number of plywood layers (i.e. 2 ⁇ N+1 plywood layers, wherein N is an integer at least one; in the preferred embodiment the plywood panel comprises five layers and N equals 2).
  • the plywood panel of Figs. 2a and 9a comprises a first tongue 210 arranged in the first edge 206, and a second tongue 240 arranged in the second edge 208.
  • the thickness of the first tongue 210, T t1 may be approximately the same as the thickness of the second tongue 240, T t2 . These thicknesses are approximately the same, when 2/3 ⁇ T t1 /T t2 ⁇ 3/2.
  • the first plywood layer 810 tends to swell in the horizontal direction 910 more than the second plywood layer 820. Therefore, the second tongue 240 warps, as indicated by the arrow 920. This happens, if the tongue has an even number (2 ⁇ N, wherein in is an integer at least 1) of plywood layers. Warping may be diminished by adjusting the thickness of the tongue.
  • Fig. 10a shows, in a side view, a preferred embodiment of the plywood panel 200.
  • Fig. 10a also shows the five plywood layers 810, 820, 830, 840, and 850 of the panel 200, and the grain directions of the plywood layers.
  • the second tongue 240 comprises part of the third plywood layer 830.
  • the third plywood layer 830, as well as the first plywood layer 810, tends to swell in the horizontal direction 910 more than the second plywood layer 820. Therefore the slice of the third plywood layer 830 comprised by the second tongue 240 prevents the second tongue 240 from warping.
  • the thickness of the first tongue 210 is p ⁇ T pl3 +T pl4 +T pl5
  • the thickness of the second tongue 240 is (1-p) ⁇ T pl3 +T pl4 +T pl5 , wherein p is a number greater than zero and less than 1.
  • the thickness of the projection 230 is p ⁇ T pl3 . Therefore, the panel 200 of figure 10a comprises an edge, wherein the edges comprises a tongue and a groove. The projection 230 is arranged in the tongue 210.
  • the thickness of the tongue 210 is
  • both the first tongue and the second tongue comprise the same number (two in Figs. 10a and 10b ) of whole plywood layers, the tongues have approximately equal strengths.
  • the panel 200 comprises an odd number of the plywood layers, wherein the odd number is 2 ⁇ N+1, and N is an integer at least 1 (N equals two in the preferred embodiment of Fig. 10a ).
  • the projection 230 comprises part of the middle plywood layer 830. All the plywood layers have essentially the same thickness, whereby the thickness of the plywood layers is essentially equal to the thickness of a first plywood layer. The thickness of the plywood layers may be denoted by T pl . Therefore, if p is in the preferred range, the thickness of the projection, T p ( Fig 2a ), is from 0.25 ⁇ T pl to 0.90 ⁇ T pl .
  • the thickness of the first tongue 210 comprising the projection 230 equals the thickness of the projection 230, T p , added by the thickness of the other plywood layers in the tongue, N ⁇ T pl .
  • the panel 200 of Figs. 9a-10b comprises only one projection 230.
  • the projection 230 is arranged in the first tongue 210.
  • the thickness of the panel 200 T pa , is 12 mm.
  • the panels shown is the figures 2 , 4 , 9 and 10 can be used in a floor, a roof, or a wall structure of a building or a vehicle.
  • the panel of Fig. 10 can be used in the wall structure of Fig. 7 .

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Panels For Use In Building Construction (AREA)
  • Floor Finish (AREA)

Claims (15)

  1. Eine Sperrholzplatte (101, 200, 200a), welches Folgendes aufweist:
    - eine erste planare Oberfläche (202),
    - eine zweite entgegengesetzten planare Oberfläche (204) wobei die zweite Oberfläche (204) parallel zur ersten Oberfläche (202) ist,
    - mindestens drei Sperrholzschichten (810, 820, 830), die zwischen der ersten Oberfläche (202) und der zweiten Oberfläche (204) angeordnet sind, wobei die Sperrholzschichten (810, 820, 830) parallel zur ersten Oberfläche sind,
    - eine erste Kante (206), die von der Grenze der ersten Oberfläche (202) zur Grenze der zweiten Oberfläche (204) verläuft, und
    - eine zweite Kante (208), die von der Grenze der ersten Oberfläche (202) zur Grenze der zweiten Oberfläche (204) verläuft, wobei die zweite Kante (208) zur ersten Kante (206) entgegengesetzt ist, wobei
    - die erste Kante (206) eine erste Zunge (210, 100) aufweist und eine erste Nut (220, 121) begrenzt,
    - die zweite Kante (208) eine zweite Zunge (240) aufweist und eine zweite Nut (250) begrenzt,
    - die erste Kante (206) darüber hinaus einen Vorsprung (230) aufweist,
    - der Vorsprung (230) aus der ersten Kante (206) vorsteht und in Richtung der ersten Kante (206) verläuft,
    - der Vorsprung (230) aus demselben Material wie die Sperrholzplatte (101, 200, 200a) hergestellt ist, und
    - der Vorsprung (230) ein integraler Bestandteil der Sperrholzplatte (101, 200, 200a) ist; und wobei
    - jede Sperrholzschicht (810, 820, 830) mindestens ein Holzfurnier (831, 832, 833, 834) aufweist, wobei das Furnier (831, 832, 833, 834) aus Holz mit Maserungen geschält ist,
    - ein Teil der Maserungen in jeder Sperrholzschicht (810, 820, 830) in einer Maserungsrichtung (841, 842, 843) der Sperrholzschicht (810, 820, 830) ausgerichtet ist, wobei die Maserungsrichtung (841, 842, 843) parallel zu einer Richtung in der ersten Oberfläche (202) ist,
    - die Maserungsrichtung (841, 842, 843) jeder Sperrholzschicht (810, 820, 830) im Wesentlichen senkrecht zu der Maserungsrichtung (842, 843, 841) einer angrenzenden Sperrholzschicht (820, 830, 810) ist,
    - die Sperrholzplatte (101, 200, 200a) mindestens eine vorstehende Sperrholzschicht (830, 840) mit jeweils einer Maserungsrichtung aufweist,
    - der Vorsprung (230) mindestens einen Teil von jeder der mindestens einen vorstehenden Sperrholzschicht (830, 840) aufweist,
    wobei
    - die zweite Kante (208) einen Stützbereich (232) aufweist; wodurch der Vorsprung (230) und der Stützbereich (232) zusammen so konfiguriert sind, dass sie einen Zwischenraum (150) zwischen der Sperrholzplatte (101, 200, 200a) und einer ähnlichen weiteren Sperrholzplatte (200b) lassen, wenn der Vorsprung (230) der Sperrholzplatte (101, 200, 200a) in Kontakt mit dem Stützbereich (232) der anderen ähnlichen Sperrholzplatte (232) ist,
    - der Vorsprung (230) in der ersten Zunge (210, 100) und/oder der ersten Nut (220, 121) angeordnet ist, und
    - die Form einer Zunge (210, 100, 240) an die Form einer Nut (220, 121, 250) angepasst ist, wenn der Vorsprung (230) vollständig verformt ist,
    dadurch gekennzeichnet dass
    - der Vorsprung (230) in einer solchen Richtung vorsteht, dass mindestens 75 % des Materials in dem Vorsprung (230) eine bevorzugte Maserungsrichtung aufweist, wobei die bevorzugte Maserungsrichtung senkrecht zu der Richtung ist, in die der Vorsprung (230) vorsteht und parallel zu der Ebene der Sperrholzplatte (101, 200, 200a) ist; um eine einfache Verformung des Vorsprungs unter Druck zu ermöglichen.
  2. Sperrholzplatte (101, 200, 200a) gemäß Anspruch 1, wobei
    - die Dicke (Tp) des Vorsprungs (230) höchstens ein Drittel (1/3) der Dicke (Tpa) der Sperrholzplatte beträgt.
  3. Sperrholzplatte (101, 200, 200a) gemäß Anspruch 1 oder 2, wobei
    - der Vorsprung (230) an der ersten Nut (220, 121) angeordnet ist und
    - ein weiterer Vorsprung (230) an der zweiten Zunge (240) angeordnet ist.
  4. Sperrholzplatte (101, 200, 200a) gemäß Anspruch 1, wobei
    - der Vorsprung (230) in der ersten Zunge (210, 100) angeordnet ist.
  5. Sperrholzplatte (101, 200, 200a) gemäß einem der Ansprüche 1 bis 4, wobei
    - der Vorsprung (130) einen Teil von nur einer vorstehenden Sperrholzschicht (830, 840) aufweist.
  6. Sperrholzplatte (101, 200, 200a) gemäß Anspruch 5, wobei
    - die Sperrholzplatte (101, 200, 200a) eine ungerade Zahl an Sperrholzschichten (810, 820, 830) aufweist, wobei die ungerade Zahl 2xN+1 ist, und N eine ganze Zahl mindestens 1 ist, und
    - die Dicke jeder Sperrholzschicht im Wesentlichen gleich der Dicke einer ersten Sperrholzschicht ist, wobei die Dicke der ersten Sperrholzschicht gleich Tpl ist, wobei die Dicke (Tpa) der Sperrholzplatte (101, 200, 200a) gleich (2xN+1)xTpl ist,
    - die Dicke (Tt1) der ersten Zunge (210) mindestens NxTpl ist und die Dicke (Tt2) der zweiten Zunge (240) mindestens NxTpl ist; um die mechanische Festigkeit sowohl der ersten Zunge (210) als auch der zweiten Zunge (240) zu gewährleisten,
    - die Dicke (Tp) des Vorsprungs (230) zwischen 0,25xTpl und 0,90xTt1 liegt; um ein Verziehen einer Zunge (210, 240) zu verringern,
    - die Dicke (Tt1) der ersten Zunge (210) die Dicke (Tp) des Vorsprungs (230) ist, die durch die Dicke der anderen Sperrholzschichten in der Zunge (210) hinzugefügt wurde, und
    - die Gesamtdicke der ersten (210) und der zweiten Zunge gleich der Dicke der Sperrholzplatte (101, 200, 200a) ist.
  7. Ein Plattensystem, das Folgendes aufweist:
    - eine erste Sperrholzplatte (200a) und eine zweite Sperrholzplatte (200b) gemäß einem der Ansprüche 1 bis 6, wobei die Sperrholzplatten (200a, 200b) erste thermo-hygro-mechanische Eigenschaften aufweisen,
    - ein Substrat (310) mit zweiten thermo-hygro-mechanischen Eigenschaften, wobei sich mindestens eine erste thermo-hygro-mechanische Eigenschaft von der entsprechenden zweiten thermo-hygro-mechanischen Eigenschaft unterscheidet, wobei
    - die erste Sperrholzplatte (200a) mit dem Substrat (310) verbunden ist, und
    - die zweite Sperrholzplatte (200b) mit dem Substrat (310) so verbunden ist, dass ein Vorsprung (230) der ersten und der zweiten Sperrholzplatte (200a, 200b) in Kontakt mit einem Stützbereich (232) der zweiten bzw. der ersten Sperrholzplatte (200b, 200a) ist; wodurch ein Zwischenraum (150) zwischen der ersten Sperrholzplatte (200a) und einer zweiten Sperrholzplatte (200b) angeordnet ist.
  8. Plattensystem gemäß Anspruch 7, wobei
    - das Plattensystem eine darüber liegende Schicht (610) aufweist, wobei die erste Sperrholzplatte (200a) und die zweite Sperrholzplatte (200b) zwischen dem Substrat (310) und der darüber liegenden Schicht (610) angeordnet sind,
    - das Substrat (310) Metall aufweist, und
    - die darüber liegende Schicht (610) Gips aufweist.
  9. Eine Wandstruktur, die Folgendes aufweist:
    - das Plattensystem gemäß Anspruch 8, wobei
    - die Wandstruktur im Wesentlichen vertikal ist, wobei die Sperrholzplatten (200a, 200b) im Wesentlichen vertikal sind,
    - jede der Sperrholzplatten (200a, 200b) einen Vorsprung (230), eine erste Zunge (210) und erste Nut (220) aufweisen, wobei der Vorsprung (230) jeder Sperrholzplatte (200a, 200b) in der ersten Zunge (210) der Sperrholzplatte (200a, 200b) angeordnet ist, und
    - die Vorsprünge (230) im Wesentlichen nach unten vorstehen.
  10. Ein Verfahren zum Bilden eines Zwischenraums (150) zwischen einer ersten Sperrholzplatte (200a) und einem Objekt (200b, 510, 520), wobei das Objekt (200b, 510, 520) einen im Wesentlichen planaren Teil aufweist, welches Folgendes umfasst:
    - Erhalten einer ersten Sperrholzplatte (200a) gemäß einem der Ansprüche 1 bis 6,
    - Bilden des Zwischenraumes (150) durch Bewegen der ersten Sperrholzplatte (200a), derart, dass der Vorsprung (230) der ersten Sperrholzplatte (200a) den im Wesentlichen planaren Teil des Objekts (200b, 510, 520) berührt, und
    - Befestigen der ersten Sperrholzplatte (200a) am Objekt (200b, 510, 520) oder einem zweiten Objekt (310).
  11. Verfahren gemäß Anspruch 10, wobei
    - das Objekt (200b, 510, 520) eine zweite Sperrholzplatte (200b) ist, wobei die zweite Sperrholzplatte (200b) im Wesentlichen parallel zu der ersten Sperrholzplatte (200a) ist,
    - die erste Sperrholzplatte (200a) mit einem zweiten Objekt (310) verbunden ist, und
    - das zweite Objekt (310) ein Substrat (310) ist, das Metall oder Gips aufweist.
  12. Verfahren gemäß Anspruch 10, wobei
    - das Objekt (200b, 510, 520) eine zweite Platte (520) ist, wobei die zweite Platte (520) im Wesentlichen senkrecht zu der ersten Sperrholzplatte (200a) ist,
    - die erste Sperrholzplatte (200a) mit einem zweiten Objekt (310) verbunden ist, und
    - das zweite Objekt (310) ein Substrat (310) ist, das Metall oder Gips aufweist.
  13. Verwendung der Sperrholzplatte (101, 200, 200a) gemäß einem der Ansprüche 1 bis 6 in einem Gebäude.
  14. Verwendung der Sperrholzplatte (101, 200, 200a) gemäß einem der Ansprüche 1 bis 6 in einer Wand eines Gebäudes.
  15. Verwendung der Sperrholzplatte (101, 200, 200a) gemäß einem der Ansprüche 1 bis 6 in einem Fahrzeug.
EP12397510.4A 2012-03-27 2012-03-27 Sperrholzpaneel Active EP2644478B1 (de)

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DK12397510.4T DK2644478T3 (en) 2012-03-27 2012-03-27 PLYWOOD PANEL
EP12397510.4A EP2644478B1 (de) 2012-03-27 2012-03-27 Sperrholzpaneel

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ES2504016B1 (es) * 2014-04-01 2015-05-07 Control Y Desarrollo Empresarial, S.L. Recubrimiento de superficies para interior y exterior
SE539753C2 (en) * 2014-09-05 2017-11-14 Schlyter Gezelius Arkitektkontor Ab Facade element
DE202014105181U1 (de) * 2014-10-29 2014-11-13 Fritz Egger Gmbh & Co. Og Wandplatte für den Trockenbau aus einem Holzwerkstoff sowie Wandaufbau
CN106013669B (zh) * 2016-06-27 2019-02-19 浙江华夏杰高分子建材有限公司 墙板的安装结构及安装方法
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US4471012A (en) 1982-05-19 1984-09-11 Masonite Corporation Square-edged laminated wood strip or plank materials
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