EP3109370A1 - Modified osb board and its use in walls for house building systems - Google Patents

Modified osb board and its use in walls for house building systems Download PDF

Info

Publication number
EP3109370A1
EP3109370A1 EP15173828.3A EP15173828A EP3109370A1 EP 3109370 A1 EP3109370 A1 EP 3109370A1 EP 15173828 A EP15173828 A EP 15173828A EP 3109370 A1 EP3109370 A1 EP 3109370A1
Authority
EP
European Patent Office
Prior art keywords
board
osb
modified
modified osb
boards
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.)
Granted
Application number
EP15173828.3A
Other languages
German (de)
French (fr)
Other versions
EP3109370B1 (en
Inventor
Maciej Karnicki
Piotr Kaczmarek
Krzysztof Przygodzki
Rafal Przedaszek
Stanislaw Dobras
Jaroslaw Masina
Andrzej Lipinski
Slawomir Rogowski
Grzegorz Stachów
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.)
Swiss Krono Tec AG
Original Assignee
Swiss Krono Tec AG
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
Priority to EP15173828.3A priority Critical patent/EP3109370B1/en
Application filed by Swiss Krono Tec AG filed Critical Swiss Krono Tec AG
Priority to PT151738283T priority patent/PT3109370T/en
Priority to PL15173828T priority patent/PL3109370T3/en
Priority to TR2018/09199T priority patent/TR201809199T4/en
Priority to HUE15173828A priority patent/HUE038573T2/en
Priority to ES15173828.3T priority patent/ES2674100T3/en
Priority to LTEP15173828.3T priority patent/LT3109370T/en
Priority to NO15173828A priority patent/NO3109370T3/no
Priority to PL16731065T priority patent/PL3314066T3/en
Priority to HUE16731065A priority patent/HUE055496T2/en
Priority to RU2017142334A priority patent/RU2690989C2/en
Priority to EP16731065.5A priority patent/EP3314066B1/en
Priority to PCT/EP2016/063326 priority patent/WO2016206995A1/en
Priority to ES16731065T priority patent/ES2881023T3/en
Priority to LTEPPCT/EP2016/063326T priority patent/LT3314066T/en
Priority to US15/738,729 priority patent/US10920420B2/en
Publication of EP3109370A1 publication Critical patent/EP3109370A1/en
Application granted granted Critical
Publication of EP3109370B1 publication Critical patent/EP3109370B1/en
Priority to RU2019115804A priority patent/RU2765096C2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/10Building 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/10Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of wood
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/10Building 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
    • E04C2/16Building 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 fibres, chips, vegetable stems, or the like
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/10Building 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
    • E04C2/24Building 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 laminated and composed of materials covered by two or more of groups E04C2/12, E04C2/16, E04C2/20
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/14Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements being composed of two or more materials

Definitions

  • OSB boards are wood-based boards which are obtained from strands.
  • the OSB boards are more and more used in wood and prefabricated house building since OSB boards are of a light weight but still fulfil the static requirements of construction boards or panels.
  • OSB boards are used as construction panels and as wall or roof plating or also as flooring panels.
  • the production of OSB boards is carried out in a multiple stage process, wherein at first the strands are cut from debarked woods, preferably soft woods, in longitudinal direction by rotation blades. In the subsequent drying process the natural humidity of the strands is reduced at high temperatures. The degree of humidity of the strands can vary depending on the adhesive used. Following the drying process the strands are feed into a gluing apparatus, in which the glue or is applied to the strands. PMDI (Polymeric Diphenylmethandiisocyanate) or MUPF resin (Melamine Urea Phenol Formaldehyde) are mainly used as adhesives.
  • PMDI Polymeric Diphenylmethandiisocyanate
  • MUPF resin Melamine Urea Phenol Formaldehyde
  • the glued strands are spread alternating lengthwise and crosswise to the production direction such that the strands are arranged crosswise in at least three layers (lower layer, middle layer, upper layer). This is followed by a continuous pressing of the strands at high pressure and high temperature.
  • OSB boards can be used as construction panels in particular in the prefabricated house construction.
  • the wall is made of a solid wood frame filled with appropriate beams (in particular i-beams) and covered from both sides with the OSB boards. The space between the frame elements is isolated.
  • plaster board panels typically cover the side of the construction wall pointing to the inner side of the house or building.
  • plaster boards When using plaster boards, a large number of accessories, like screws, reinforcing mashes and a large amount of plaster mix is required, which has to be applied in layers over a large area at the junction of the plaster board panels. In addition, the spots or spaces, where screws are driven into the plaster board panel need to be filled. Furthermore, after application of each layer one has to wait until the plaster is dried, then the surface has to be abraded before the next layer is applied. These operations generate large amounts of gypsum dust and lengthen the time for the installation of the finishing trims.
  • the structure of plaster board panels is also soft and is not suitable for hanging up heavier decorations such as large paintings. Thus, in order to hang up decorations on such a plaster board panel the construction has to be strengthened or special mounting dowels need to be used.
  • gypsum fiber boards are typically very heavy (density of about 1200 kg/m 3 ) and require a lot of effort and knowledge on the part of the person fitting them.
  • special accessories which are only used for gypsum boards, like Fermacell gypsum board are used.
  • the surface requires the application of a gypsum coat over the entire area.
  • special tools are required for cutting and machining operations.
  • the object of the present invention is thus to overcome the disadvantages of the presently used gypsum boards. This object is being solved by a modified OSB board according to claim 1.
  • a modified OSB board with an upper and a lower side whereby the upper and/or lower side of the OSB board are coated with at least one paper layer, preferably at least two paper layers. It is particularly preferred if the upper and lower side are each coated with at least two paper layers.
  • modified OSB board can be used as an alternative to the gypsum boards.
  • the physical and mechanical properties of the modified OSB board allow an installation of heavy elements of interior finishing without special dowels.
  • the modified OSB boards can be linked together in an easy manner using a specific plate connection system (a tongue and groove joint system) which allows for hiding the screw heads.
  • a specific plate connection system a tongue and groove joint system
  • adhesives such as polyurethane adhesives ensures a strong and durable bonding of the modified OSB boards.
  • Said connection system does not require the use of large amounts of gypsum only one layer is sufficient to fill the connections.
  • the outer layer of the modified OSB board can be used without further priming for painting or wallpapering. Altogether, fewer steps are required for installing the modified OSB board and thus time and investment costs are reduced. Another advantage is to apply plaster to coat the modified OSB board with acrylic paints or to stick wallpapers to the modified OSB board. Specially designed finishing with tongue and groove allows the installation of the panels without any efforts even by persons with no professional skills.
  • the modified OSB board has a thickness in the range between 5 to 50 mm, preferably between 7 and 30 mm, in particular preferably between 9 and 22 mm.
  • the one first paper layer in particular the paper layer being adjacent to the board surface (i.e. the first paper layer is arranged directly on the OSB board surface) is impregnated with at least one resin, in particular at least one formaldehyde resin.
  • the formaldehyde resin used for impregnation of the first paper layer is selected from a group comprising melamine formaldehyde resin, urea formaldehyde resin and melamine urea formaldehyde resin or maleic resins or urea-maleic-formaldehyde resin.
  • the first paper layer consists of a paper with a weight in the range between 30 and 200 g/m 2 , preferably between 50 and 150 g/m 2 , in particular preferably between 80 and 120 g/m 2 .
  • the second paper layer in particular the paper layer arranged on the first paper layer, consists of a raw paper.
  • the weight of the raw paper used for the second paper layer is in a range between 30 and 300 g/m 2 , preferably between 50 and 250 g/m 2 , in particular preferably between 100 and 120 g/m 2 .
  • the preferred layer arrangement in the modified board is raw paper - impregnated paper - OSB board - impregnated paper - raw paper.
  • hydrophobic compounds onto the second paper layer, which forms preferably the upper outmost layer, for protection against external climate conditions.
  • the paper layers and here, again, in particular the second outermost paper layer, is pressed with a layer of a metal film such an aluminum film for heat reflection.
  • the modified OSB board is obtained in a process wherein in a first step the surface of a non-modified OSB board is surface treated, for instance sanded, and the paper layer(s) is (are) applied to the upper and/or lower side of the board, preferably simultaneously, and laminated.
  • the present modified OSB boards can be provided in form of panels with sharp edges or as panels with a tongue-and-groove joint.
  • the use of a tongue-and-groove joint for each OSB board is however preferred.
  • the tongue-and-groove joint mechanism provides a connection system for connecting the modified OSB boards.
  • a fastening means such as a screw or staple can be inserted into the bottom of the groove.
  • the head of the fastening means, such as the head of the screw is then covered by inserting the tongue of the other board.
  • tongue and groove joint is finally glued with an appropriate adhesive, such as a polyurethane adhesive.
  • an appropriate adhesive such as a polyurethane adhesive.
  • Such tongue-and-groove joints are known and are used in different systems, such as for connecting bathroom panels (used for example by manufacturer such as Fibi-Trespo, SE).
  • the present modified OSB board is based on wood strands with a length between 50 to 200 mm, preferably 70 to 180 mm, in particular preferably 90 to 150 mm and a width between 5 to 50 mm, preferably 10 to 30 mm, in particular preferably 15 to 20 mm and a thickness between 0.1 and 2 mm, preferably between 0.3 and 1.5 mm, in particular preferably between 0.4 and 1 mm.
  • the adhesives used for producing the OSB boards are preferably PMDI or MUPF resins.
  • a construction wall for a house building system comprises at least one modified OSB board as described previously.
  • the construction wall comprises
  • the wood frame of the present construction wall may be a solid wood frame.
  • the use of solid wood in the structure of the frame does not always meet the requirements of the required construction quality since the beams made of solid wood are often uneven, twisted and have knots. As a result, a lot of expensive waste timber is created which in turn increases the cost and time of the element, such as the construction wall, being built.
  • the frame is preferably made of a wood based material (OSB power).
  • the wood-like material is characterized by physical and mechanical parameters, which are comparable to solid wood and without the stresses and knots typical for natural wood.
  • the wood based material is based on OSB strands, wherein three layers of the strands are flatly pressed.
  • the presently used wood based material is preferably produced using the ContiRoll technology. Rectangular strands are rolled at high pressure and high temperature using a synthetic resin as a binding agent. Furthermore, high temperatures used in the production of the wood based material eliminates all living organisms in the wood, such as insects and fungus.
  • the used ContiRoll technology allows the production of any format so that the wall frame can be of any width.
  • the space between the at least two non-modified OSB boards, i.e. between the frame elements, is filled with an appropriate insulation material, in particular with an insulation material based on wood fiber.
  • the outer side of the construction wall i.e. the side of the construction wall facing the outside of the building can be additionally insulated with mineral wool and covered with glue and fiber glass mesh and the surface can then be covered with silicon plaster.
  • the inner side of the construction wall i.e. the side of the construction wall facing the interior of the housing to be built, is covered with gypsum board or more preferably with the non-modified OSB board as described above.
  • the modified OSB board is arranged on a non-modified OSB board by using suitable laths which are mounted vertical on the non-modified OSB board and onto which the modified OSB board is placed whereby a space between the non-modified OSB board and the modified OSB board is provided.
  • the space between the non-modified OSB board and the modified OSB board is used for installing electrical equipment (such as electrical wires) and plumbing means (such as water pipes).
  • electrical equipment such as electrical wires
  • plumbing means such as water pipes
  • the modified OSB board When mounting the modified OSB board on the non-modified OSB board the modified OSB board is placed on the laths which are spaced from each other typically in a range between 500 to 800 mm, preferably between 600 and 700 mm, in particular preferably about 680 mm.
  • the tongue-and-groove joint system of the modified OSB boards allow for an easy installation of the modified OSB boards on the construction wall.
  • the tongue of one OSB board is pushed into the groove of another OSB board, whereby in the groove a fastening means such as a screw or staple is placed which serve for fastening the OSB board onto the laths.
  • the fastening means is subsequently covered by the tongue of the other second board and the tongue and groove joints are glued with an appropriate adhesive such as polyurethane adhesive. After installation and gluing of the wall elements the joints are coated with a gypsum mix and subsequently with acrylic painting.
  • the object of the present invention is also solved by a partition wall for a house building system according to claim 12.
  • the partition wall for a house building system comprises at least one of the modified OSB boards previously described.
  • the partition wall comprises an inner core, which in turn comprises at least one, preferably at least two wood fiber boards, such as LDF or boards, whereby the use of LDF boards is mostly preferred.
  • At least one side, preferably both sides of the inner core are covered by at least one modified OSB board as previously described. It is also possible that the inner core is covered by a conventional OSB board, however, a modified OSB boards of the invention are preferred.
  • the OSB boards used for covering the inner core of the partition walls are profiled again with the tongue-and-groove joint connection system allowing a fast installation of the partition wall in any room.
  • the present partition wall system allows the division of any room into two or multiple rooms at any point of the construction and also at a later point.
  • the simple mounting system of the tongue-and-groove joints eliminates any cumbersome and time consuming construction of dividing walls or partition walls using brick stone.
  • Using wood fiber panel such as an LDF panel for the inner core element automatically provides a heat and acoustic insulation.
  • Further advantage of the present partition wall is that due to the structure of the wall it is possible to cut out space for doors or windows anywhere.
  • the light elements, quick and well-designed installation create an innovative system for the construction of the partition walls.
  • Such a house building system comprises at least one, preferably at least four construction walls as described previously and at least one partition wall, preferably multiple partition walls as described previously.
  • the present house building system also comprises a foundation.
  • the foundation comprises a foundation base and foundation walls.
  • the foundation base is made of steel and solid concrete, wherein the foundation walls are built of concrete blocks and cemented with mortar.
  • the upper part of the foundation wall is further topped with steel and solid concrete with steel anchor and ventilation pipes.
  • a system of ventilation pipes ventilates the area between the ground and the floor construction.
  • the foundation is made in the form of a pile foundation.
  • round holes are created in the underground (typically natural underground like earth) into which steel and solid concrete with thread anchors is inserted. Between the piles precast concrete walls are mounted.
  • the floor construction of the present house building system comprises beams, such as I-beams, which are covered by non-modified conventional OSB boards having tongue and groove joint connection system.
  • the upper OSB board has typically a thickness of about 20 to 30 mm, preferably 25 mm and the lower OSB board has a thickness between 10 and 20 mm, preferably 12 mm and 15 mm, most preferably 12 mm.
  • the space between the upper and the lower OSB board is filled with insulation material, in particular with wood fiber insulation material.
  • the upper side of the floor construction i.e. the upper surface
  • the ceiling construction of the present house building system also comprises beams, such as I-beams, which are again covered by an upper conventional OSB board and a lower conventional OSB board.
  • the upper cover OSB board has typically a thickness of about 20 to 30 mm, preferably 25 mm and the lower cover OSB board has a thickness between 10 and 20 mm, preferably 12 mm and 15 mm, most preferably 12 mm.
  • the space between the upper OSB board and the lower OSB board is filled with a suitable insulation material, in particular with a wood fiber insulation material.
  • the surface of the lower side of the ceiling construction i.e. the side pointing downwards to the insight of the housing
  • the roof construction of the present house building system comprises beams, in particular I-beams, mounted to the main beam of the house construction.
  • the outer roof sheathing is made of a non-modified conventional OSB board or a wood fiber board such as a MDF board having a thickness between 12 and 25 mm, preferably 15 mm.
  • the inner (bottom) sheathing is made of a conventional OSB board having a thickness between 10 and 20 mm, preferably 12 mm.
  • the space between the outer and the inner sheathing is filled with suitable insulation material such as wood fiber insulation.
  • suitable insulation material such as wood fiber insulation.
  • a modified OSB board as described previously can be mounted, whereby suitable spacers are used between the inner sheathing and the modified OSB board for providing space for electrical equipment or plumbing.
  • Tiles roof bottom and roof lath are furthermore arranged on the outer roof sheathing.
  • Figure 1 shows a modified OSB board 10 according to the invention, which is made on the basis of conventional OSB boards with a thickness of 9 mm to 22 mm.
  • the conventional OSB panel 1 is coated on each side with two layers of paper.
  • the first layer 2 consists of paper having the basis rate ranging from 50 g/m 2 to 120 g/m 2 impregnated with melamine resin, urea resin or melamine urea resin.
  • the outer layer 3 is a raw paper having the basic weight ranging from 50 g/m 2 to 220 g/m 2 .
  • the panel or board is pressed on the tray press in short cycle or alternatively on the ContiRoll press.
  • the outer layer 3 comprising raw paper a suitable substrate for direct application of gypsum, patty and wall paper glue is obtained.
  • the outer layer of the raw paper hydrophobic agents can be applied in order to harden the panel against external weather conditions. It is also possible to press the paper together with the layer of an aluminum film in order to obtain a good heat reflection effect.
  • OSB boards are widely used in construction of low energy houses or in assembling floor heating.
  • the modified OSB boards are produced either with sharp edges with dimensions of 1250 x 2800 mm or with tongue-and-groove joints in dimensions of 620 x 2600 mm.
  • the modified OSB board is used to cover a conventional construction wall 20.
  • the construction wall system of the present invention (shown in Figures 2A , 2B , 3 ) is made of one wood frame 14, which is covered on both sides with non-modified OSB-boards 11, 12.
  • the modified OSB board 10 is placed on the OSB board 12 facing the interior of the building.
  • the space between the OSB boards 11, 12 is filled with a wood fiber insulation material 13.
  • the wood frame 14 has two long sides and two short sides continuing in each case parallel to each other is provided, wherein the area delimited by the frame is divided in multiple sub-areas using multiple beams 14a extending within the frame 14 vertical from one long side to the other long side of the frame parallel to the short sides of the frame.
  • the construction wall 20 contains cut-through laths 15 having dimensions of 50 mm x 2600 mm and a thickness ranging from 18 mm to 22 mm with drilled, chamfered holes which are ready for quick installation.
  • Laths 15 are mounted vertically on the wall to obtain ventilation of the build-up area and furthermore space for routing electrical wires or water piping. Depending on the diameter of the plumbing pipes one or two laths 15 are used. The spacing of a lath 15 is selected in order to ensure the tongue and groove joint being in the axis of a in the case of a OSB board or panel is used with a tongue and groove joint. The distance between the laths 15 in the axis is 680 mm. After the laths 15 are installed on the wall the installation of the modified OSB panels 10 begins. The installation starts at the corner of the wall by screwing the modified OSB board 10 to a lath 15 and drive in the screws on the other side in the bottom of the groove.
  • the partition walls 30 are made from modified OSB boards 10 or conventional OSB boards (OSB/free panels) having a thickness of 9 mm.
  • the interior of the wall, i.e. its core consists of two LDF panels 16 with a density of 280 kg/m 3 .
  • the individual layers are glued together using a polyurethane adhesive.
  • the wall 30 has a profile tongue and groove joint which is used for quick installation of the partition wall in any room.
  • the wall is a light weight construction that does not transfer the structural loads of the building.
  • OSB Power Panel parameter properties are obtained by arranging bigger strands and adequately gluing them together.
  • the installation starts by setting the element on the floor panel, then slide the element with its groove to the OSB power panel mounted to the wall. A polyurethane adhesive is applied to all joints. A metal element connecting the wall with the ceiling is installed on the upper edge of the tongue. In a similar manner the next wall element is mounted to fill the entire surface. The space between the wall and the ceiling and the end wall is filled with a polyurethane foam. All joints are finally filled with a coat of gypsum, which is reinforced with fiber glass and the surface is covered with acrylic paint or wall paper.
  • Figure 5 shows a schematic side view of a house building system 40 with a construction wall 20 and partition walls 30 (not shown).
  • the house system 40 comprises further a foundation 50, a floor 60, a ceiling 70 and a roof system 80.
  • the foundation base is made of steel and solid concrete.
  • the foundation walls are built of concrete blocks and are cemented with mortar.
  • the upper part of the foundation wall is topped with steel and solid concrete comprising steel anchor and ventilation pipes.
  • the whole system of ventilation pipes ventilates the area between ground and the ceiling.
  • the foundation is made in form of a pile foundation. Due to the light structure of the house it is possible to create appropriately designed pile foundation; the drilling machine makes a round hole below the freezing zone, when the pile is shuttered with a paper form, steel and solid concrete with thread anchors is inserted. Between the piles precast concrete walls are mounted. This pile system is cheaper since it uses less concrete and steel, can be constructed faster, precast concrete elements can be mounted in all weather conditions and it may be built on every kind of ground.
  • I-beams are covered by a tongue and groove 25 mm conventional OSB board and from the bottom by a 12 mm conventional OSB board. The whole structure is isolated. On the top floor surface a sill plate made of solid wood (KWH wood) is installed.
  • KWH wood solid wood
  • the ceiling is made of i-beams covered with 25 mm thick conventional OSB boards (OB/3) from the top and 12 mm thick OSB boards (OSB/3) from the bottom with an insulation inside. From the zero level the ceiling system ready to plaster and paint is mounted.
  • OB/3 conventional OSB boards
  • OSB/3 12 mm thick OSB boards
  • the roof construction in the present house building system is made of i-beams mounted to the beam by the Simpson adjustable steel fittings.
  • the outer roof sheaving is made of conventional OSB board (OSB/3) or MDF DP 50 board, and the bottom sheaving is made of a 12 mm thick conventional OSB board (OSB/3).
  • OSB/3 conventional OSB board
  • OSB/3 conventional OSB board
  • a structure ready to plaster and paint preferably the modified OSB board 10 according to the invention, is mounted to the board.
  • the space between the rafters is insulated.
  • the roof construction is made of precast truss, covered with conventional OSB/3 board.
  • the bottom belt of the truss is used as the ceiling.
  • the space between bottom belts is insulated and the ceiling is finished with a ready to plaster and paint system.
  • Fig.5 illustrates the connection of construction wall and ceiling.

Abstract

The present invention relates to a modified OSB board (oriented strand board) (10) with an upper side and a lower side, wherein the upper and/or lower side of the board are coated with at least one paper layer, preferably at least two paper layers (2, 3). The invention relates further to a construction wall (20) for a house building system (40), to a partition wall (30) for a house building system (40) and a house building system (40) with the use of such an modified OSB board (10).

Description

  • OSB boards (oriented strand boards) are wood-based boards which are obtained from strands. The OSB boards are more and more used in wood and prefabricated house building since OSB boards are of a light weight but still fulfil the static requirements of construction boards or panels. Thus, OSB boards are used as construction panels and as wall or roof plating or also as flooring panels.
  • The production of OSB boards is carried out in a multiple stage process, wherein at first the strands are cut from debarked woods, preferably soft woods, in longitudinal direction by rotation blades. In the subsequent drying process the natural humidity of the strands is reduced at high temperatures. The degree of humidity of the strands can vary depending on the adhesive used. Following the drying process the strands are feed into a gluing apparatus, in which the glue or is applied to the strands. PMDI (Polymeric Diphenylmethandiisocyanate) or MUPF resin (Melamine Urea Phenol Formaldehyde) are mainly used as adhesives. Subsequently, the glued strands are spread alternating lengthwise and crosswise to the production direction such that the strands are arranged crosswise in at least three layers (lower layer, middle layer, upper layer). This is followed by a continuous pressing of the strands at high pressure and high temperature.
  • As mentioned, OSB boards can be used as construction panels in particular in the prefabricated house construction. For instance, when OSB boards are used for wall construction, the wall is made of a solid wood frame filled with appropriate beams (in particular i-beams) and covered from both sides with the OSB boards. The space between the frame elements is isolated.
  • Typically, the side of the construction wall pointing to the inner side of the house or building is covered with plaster boards or gypsum fiber panels. When using plaster boards, a large number of accessories, like screws, reinforcing mashes and a large amount of plaster mix is required, which has to be applied in layers over a large area at the junction of the plaster board panels. In addition, the spots or spaces, where screws are driven into the plaster board panel need to be filled. Furthermore, after application of each layer one has to wait until the plaster is dried, then the surface has to be abraded before the next layer is applied. These operations generate large amounts of gypsum dust and lengthen the time for the installation of the finishing trims. The structure of plaster board panels is also soft and is not suitable for hanging up heavier decorations such as large paintings. Thus, in order to hang up decorations on such a plaster board panel the construction has to be strengthened or special mounting dowels need to be used.
  • Besides that gypsum fiber boards are typically very heavy (density of about 1200 kg/m3) and require a lot of effort and knowledge on the part of the person fitting them. For installation purposes special accessories which are only used for gypsum boards, like Fermacell gypsum board are used. The surface requires the application of a gypsum coat over the entire area. For cutting and machining operations special tools are required.
  • Thus, there is a need for an alternative to gypsum boards for the interior finishing in house building systems using OSB boards, which can be easily applied to the construction wall and which overcomes the disadvantages of the presently used gypsum boards.
  • The object of the present invention is thus to overcome the disadvantages of the presently used gypsum boards. This object is being solved by a modified OSB board according to claim 1.
  • Accordingly, a modified OSB board with an upper and a lower side is provided, whereby the upper and/or lower side of the OSB board are coated with at least one paper layer, preferably at least two paper layers. It is particularly preferred if the upper and lower side are each coated with at least two paper layers.
  • Such a modified OSB board can be used as an alternative to the gypsum boards. The physical and mechanical properties of the modified OSB board allow an installation of heavy elements of interior finishing without special dowels.
  • The modified OSB boards can be linked together in an easy manner using a specific plate connection system (a tongue and groove joint system) which allows for hiding the screw heads. The additional use of adhesives, such as polyurethane adhesives ensures a strong and durable bonding of the modified OSB boards. Said connection system does not require the use of large amounts of gypsum only one layer is sufficient to fill the connections.
  • The outer layer of the modified OSB board can be used without further priming for painting or wallpapering. Altogether, fewer steps are required for installing the modified OSB board and thus time and investment costs are reduced. Another advantage is to apply plaster to coat the modified OSB board with acrylic paints or to stick wallpapers to the modified OSB board. Specially designed finishing with tongue and groove allows the installation of the panels without any efforts even by persons with no professional skills.
  • In an embodiment of the present invention the modified OSB board has a thickness in the range between 5 to 50 mm, preferably between 7 and 30 mm, in particular preferably between 9 and 22 mm.
  • In another variant of the present modified OSB board the one first paper layer, in particular the paper layer being adjacent to the board surface (i.e. the first paper layer is arranged directly on the OSB board surface) is impregnated with at least one resin, in particular at least one formaldehyde resin. The formaldehyde resin used for impregnation of the first paper layer is selected from a group comprising melamine formaldehyde resin, urea formaldehyde resin and melamine urea formaldehyde resin or maleic resins or urea-maleic-formaldehyde resin.
  • The first paper layer consists of a paper with a weight in the range between 30 and 200 g/m2, preferably between 50 and 150 g/m2, in particular preferably between 80 and 120 g/m2.
  • In another variant the second paper layer, in particular the paper layer arranged on the first paper layer, consists of a raw paper. The weight of the raw paper used for the second paper layer is in a range between 30 and 300 g/m2, preferably between 50 and 250 g/m2, in particular preferably between 100 and 120 g/m2. When arranging a raw paper as outer layer on an OSB board a suitable substrate is obtained which allows a direct application of gypsum, putty and wallpaper glue.
  • The preferred layer arrangement in the modified board is raw paper - impregnated paper - OSB board - impregnated paper - raw paper.
  • It is also possible to apply hydrophobic compounds onto the second paper layer, which forms preferably the upper outmost layer, for protection against external climate conditions.
  • It is furthermore possible that the paper layers, and here, again, in particular the second outermost paper layer, is pressed with a layer of a metal film such an aluminum film for heat reflection.
  • The modified OSB board is obtained in a process wherein in a first step the surface of a non-modified OSB board is surface treated, for instance sanded, and the paper layer(s) is (are) applied to the upper and/or lower side of the board, preferably simultaneously, and laminated.
  • The present modified OSB boards can be provided in form of panels with sharp edges or as panels with a tongue-and-groove joint. The use of a tongue-and-groove joint for each OSB board is however preferred. The tongue-and-groove joint mechanism provides a connection system for connecting the modified OSB boards. When connecting to modified OSB boards having each a tongue-and-groove joint the OSB boards are connected in the way that the tongue of one board is pushed into the groove of the other board. Furthermore, a fastening means, such as a screw or staple can be inserted into the bottom of the groove. The head of the fastening means, such as the head of the screw is then covered by inserting the tongue of the other board. The tongue and groove joint is finally glued with an appropriate adhesive, such as a polyurethane adhesive. Such tongue-and-groove joints are known and are used in different systems, such as for connecting bathroom panels (used for example by manufacturer such as Fibi-Trespo, SE).
  • The present modified OSB board is based on wood strands with a length between 50 to 200 mm, preferably 70 to 180 mm, in particular preferably 90 to 150 mm and a width between 5 to 50 mm, preferably 10 to 30 mm, in particular preferably 15 to 20 mm and a thickness between 0.1 and 2 mm, preferably between 0.3 and 1.5 mm, in particular preferably between 0.4 and 1 mm.
  • The adhesives used for producing the OSB boards are preferably PMDI or MUPF resins.
  • The object of the present invention is also solved by a construction wall for a house building system according to claim 6. Such a construction wall comprises at least one modified OSB board as described previously.
  • In an embodiment, the construction wall comprises
    • at least one wood frame with two long sides and two short sides continuing in each case parallel to each other, wherein the area delimited by the frame is divided into at least two, preferably multiple subareas using at least one beam, preferably multiple beams extending within the frame vertical from one long side to the other long side of the frame parallel to the short sides of the frame;
    • wherein the at least one wood frame is covered on both sides by at least one non - modified (i.e. conventional) OSB board, respectively; and
    • wherein at least one modified OSB board as previously described is arranged on at least one of the non-modified OSB Boards.
  • The wood frame of the present construction wall may be a solid wood frame. The use of solid wood in the structure of the frame, however, does not always meet the requirements of the required construction quality since the beams made of solid wood are often uneven, twisted and have knots. As a result, a lot of expensive waste timber is created which in turn increases the cost and time of the element, such as the construction wall, being built.
  • As an alternative to the solid wood as material for the frame, the frame is preferably made of a wood based material (OSB power). The wood-like material is characterized by physical and mechanical parameters, which are comparable to solid wood and without the stresses and knots typical for natural wood. Thus, by changing the solid wood in the frame structure to the wood based material the problems associated with the defects of solid wood can be eliminated. The wood based material is based on OSB strands, wherein three layers of the strands are flatly pressed.
  • The presently used wood based material is preferably produced using the ContiRoll technology. Rectangular strands are rolled at high pressure and high temperature using a synthetic resin as a binding agent. Furthermore, high temperatures used in the production of the wood based material eliminates all living organisms in the wood, such as insects and fungus. The used ContiRoll technology allows the production of any format so that the wall frame can be of any width.
  • In a further variant of the present construction wall, the space between the at least two non-modified OSB boards, i.e. between the frame elements, is filled with an appropriate insulation material, in particular with an insulation material based on wood fiber.
  • The outer side of the construction wall, i.e. the side of the construction wall facing the outside of the building can be additionally insulated with mineral wool and covered with glue and fiber glass mesh and the surface can then be covered with silicon plaster.
  • The inner side of the construction wall, i.e. the side of the construction wall facing the interior of the housing to be built, is covered with gypsum board or more preferably with the non-modified OSB board as described above. When using the modified OSB board for covering the inner side of the construction wall the modified OSB board is arranged on a non-modified OSB board by using suitable laths which are mounted vertical on the non-modified OSB board and onto which the modified OSB board is placed whereby a space between the non-modified OSB board and the modified OSB board is provided.
  • In another variant of the construction wall, the space between the non-modified OSB board and the modified OSB board is used for installing electrical equipment (such as electrical wires) and plumbing means (such as water pipes).
  • When mounting the modified OSB board on the non-modified OSB board the modified OSB board is placed on the laths which are spaced from each other typically in a range between 500 to 800 mm, preferably between 600 and 700 mm, in particular preferably about 680 mm.
  • The tongue-and-groove joint system of the modified OSB boards allow for an easy installation of the modified OSB boards on the construction wall. As previously described, the tongue of one OSB board is pushed into the groove of another OSB board, whereby in the groove a fastening means such as a screw or staple is placed which serve for fastening the OSB board onto the laths. The fastening means is subsequently covered by the tongue of the other second board and the tongue and groove joints are glued with an appropriate adhesive such as polyurethane adhesive. After installation and gluing of the wall elements the joints are coated with a gypsum mix and subsequently with acrylic painting.
  • The object of the present invention is also solved by a partition wall for a house building system according to claim 12.
  • The partition wall for a house building system according to the invention comprises at least one of the modified OSB boards previously described. In a variant, the partition wall comprises an inner core, which in turn comprises at least one, preferably at least two wood fiber boards, such as LDF or boards, whereby the use of LDF boards is mostly preferred.
  • In a variant of the present partition wall, at least one side, preferably both sides of the inner core are covered by at least one modified OSB board as previously described. It is also possible that the inner core is covered by a conventional OSB board, however, a modified OSB boards of the invention are preferred. The OSB boards used for covering the inner core of the partition walls are profiled again with the tongue-and-groove joint connection system allowing a fast installation of the partition wall in any room.
  • The present partition wall system allows the division of any room into two or multiple rooms at any point of the construction and also at a later point. The simple mounting system of the tongue-and-groove joints eliminates any cumbersome and time consuming construction of dividing walls or partition walls using brick stone. Using wood fiber panel such as an LDF panel for the inner core element automatically provides a heat and acoustic insulation. Further advantage of the present partition wall is that due to the structure of the wall it is possible to cut out space for doors or windows anywhere. The light elements, quick and well-designed installation create an innovative system for the construction of the partition walls.
  • The object off the present invention is also solved by a house building system according to claim 15. Such a house building system comprises at least one, preferably at least four construction walls as described previously and at least one partition wall, preferably multiple partition walls as described previously.
  • Besides the construction walls and the partition walls the present house building system also comprises a foundation. In one embodiment, the foundation comprises a foundation base and foundation walls. The foundation base is made of steel and solid concrete, wherein the foundation walls are built of concrete blocks and cemented with mortar. The upper part of the foundation wall is further topped with steel and solid concrete with steel anchor and ventilation pipes. A system of ventilation pipes ventilates the area between the ground and the floor construction.
  • In a second embodiment, the foundation is made in the form of a pile foundation. In this case, round holes are created in the underground (typically natural underground like earth) into which steel and solid concrete with thread anchors is inserted. Between the piles precast concrete walls are mounted.
  • The floor construction of the present house building system comprises beams, such as I-beams, which are covered by non-modified conventional OSB boards having tongue and groove joint connection system. The upper OSB board has typically a thickness of about 20 to 30 mm, preferably 25 mm and the lower OSB board has a thickness between 10 and 20 mm, preferably 12 mm and 15 mm, most preferably 12 mm. The space between the upper and the lower OSB board is filled with insulation material, in particular with wood fiber insulation material. The upper side of the floor construction (i.e. the upper surface) is provided with a sill plate made of solid wood.
  • The ceiling construction of the present house building system also comprises beams, such as I-beams, which are again covered by an upper conventional OSB board and a lower conventional OSB board. The upper cover OSB board has typically a thickness of about 20 to 30 mm, preferably 25 mm and the lower cover OSB board has a thickness between 10 and 20 mm, preferably 12 mm and 15 mm, most preferably 12 mm. Here, again, the space between the upper OSB board and the lower OSB board is filled with a suitable insulation material, in particular with a wood fiber insulation material. The surface of the lower side of the ceiling construction (i.e. the side pointing downwards to the insight of the housing) may be covered with a non-modified OSB board as described above using suitable spacers such as patch spacers in order to provide a space for ventilation and space for electrical and plumbing equipment.
  • The roof construction of the present house building system comprises beams, in particular I-beams, mounted to the main beam of the house construction. The outer roof sheathing is made of a non-modified conventional OSB board or a wood fiber board such as a MDF board having a thickness between 12 and 25 mm, preferably 15 mm. The inner (bottom) sheathing is made of a conventional OSB board having a thickness between 10 and 20 mm, preferably 12 mm.
  • Again, the space between the outer and the inner sheathing is filled with suitable insulation material such as wood fiber insulation. On the inner (bottom) sheathing facing the interior of the house, a modified OSB board as described previously can be mounted, whereby suitable spacers are used between the inner sheathing and the modified OSB board for providing space for electrical equipment or plumbing. Tiles roof bottom and roof lath are furthermore arranged on the outer roof sheathing.
  • The present invention is further explained in more detail by means of the following examples with reference to the following Figures. It shows:
  • Figure 1
    a schematic sight view of a modified OSB board according to the invention;
    Figure 2A
    a schematic cross view of a construction wall according to a first embodiment;
    Figure 2B
    a detailed view of a section of a construction wall according to a further embodiment;
    Figure 3
    a side view of a construction wall according to another embodiment of the invention,
    Figure 4
    a schematic side view of a partition wall according to an embodiment according to the invention;
    Figure 5
    a schematic side view of a house building system according to an embodiment of the invention.
    Modified OSB Board
  • Figure 1 shows a modified OSB board 10 according to the invention, which is made on the basis of conventional OSB boards with a thickness of 9 mm to 22 mm. The conventional OSB panel 1 is coated on each side with two layers of paper. The first layer 2 consists of paper having the basis rate ranging from 50 g/m2 to 120 g/m2 impregnated with melamine resin, urea resin or melamine urea resin. The outer layer 3 is a raw paper having the basic weight ranging from 50 g/m2 to 220 g/m2. The panel or board is pressed on the tray press in short cycle or alternatively on the ContiRoll press.
  • Due to the outer layer 3 comprising raw paper a suitable substrate for direct application of gypsum, patty and wall paper glue is obtained. Onto the outer layer of the raw paper hydrophobic agents can be applied in order to harden the panel against external weather conditions. It is also possible to press the paper together with the layer of an aluminum film in order to obtain a good heat reflection effect.
  • These OSB boards are widely used in construction of low energy houses or in assembling floor heating. The modified OSB boards are produced either with sharp edges with dimensions of 1250 x 2800 mm or with tongue-and-groove joints in dimensions of 620 x 2600 mm.
  • Construction Walls
  • The modified OSB board is used to cover a conventional construction wall 20. The construction wall system of the present invention (shown in Figures 2A, 2B, 3) is made of one wood frame 14, which is covered on both sides with non-modified OSB- boards 11, 12. The modified OSB board 10 is placed on the OSB board 12 facing the interior of the building. The space between the OSB boards 11, 12 is filled with a wood fiber insulation material 13.
  • The wood frame 14 has two long sides and two short sides continuing in each case parallel to each other is provided, wherein the area delimited by the frame is divided in multiple sub-areas using multiple beams 14a extending within the frame 14 vertical from one long side to the other long side of the frame parallel to the short sides of the frame.
  • The construction wall 20 contains cut-through laths 15 having dimensions of 50 mm x 2600 mm and a thickness ranging from 18 mm to 22 mm with drilled, chamfered holes which are ready for quick installation.
  • Laths 15 are mounted vertically on the wall to obtain ventilation of the build-up area and furthermore space for routing electrical wires or water piping. Depending on the diameter of the plumbing pipes one or two laths 15 are used. The spacing of a lath 15 is selected in order to ensure the tongue and groove joint being in the axis of a in the case of a OSB board or panel is used with a tongue and groove joint. The distance between the laths 15 in the axis is 680 mm. After the laths 15 are installed on the wall the installation of the modified OSB panels 10 begins. The installation starts at the corner of the wall by screwing the modified OSB board 10 to a lath 15 and drive in the screws on the other side in the bottom of the groove. When putting the tongue of the next board 10 the head of the screw are staple is covered. The tongue and groove joint is subsequently glued with polyurethane adhesive. Following the installation and the gluing of all wall elements a gypsum mix is applied to the joints. After the gypsum has dried the joints are abraded and coated with acrylic paint.
  • Due to the installation of the modified OSB boards 10 the interior finishing is faster and easier. Furthermore, due to the use of the present tongue and groove joints the heads of the screws or staples are hidden, the consumption of gypsum mix is reduced what in turn optimized the interior finishing process. Smaller panel formats reduce the weight which is important for work ergonomics.
  • Partition Walls
  • The partition walls 30 (shown in Fig. 4) are made from modified OSB boards 10 or conventional OSB boards (OSB/free panels) having a thickness of 9 mm. The interior of the wall, i.e. its core consists of two LDF panels 16 with a density of 280 kg/m3. The individual layers are glued together using a polyurethane adhesive.
  • The wall 30 has a profile tongue and groove joint which is used for quick installation of the partition wall in any room. The wall is a light weight construction that does not transfer the structural loads of the building.
  • For wall installation at first the position of the partition wall 30 on the ceiling and floor is marked. Subsequently, an OSB power panel is installed on the floor and wall. OSB Power Panel parameter properties are obtained by arranging bigger strands and adequately gluing them together.
  • The installation starts by setting the element on the floor panel, then slide the element with its groove to the OSB power panel mounted to the wall. A polyurethane adhesive is applied to all joints. A metal element connecting the wall with the ceiling is installed on the upper edge of the tongue. In a similar manner the next wall element is mounted to fill the entire surface. The space between the wall and the ceiling and the end wall is filled with a polyurethane foam. All joints are finally filled with a coat of gypsum, which is reinforced with fiber glass and the surface is covered with acrylic paint or wall paper.
  • House building system (40)
  • Figure 5 shows a schematic side view of a house building system 40 with a construction wall 20 and partition walls 30 (not shown).
  • The house system 40 comprises further a foundation 50, a floor 60, a ceiling 70 and a roof system 80.
  • Foundation (50)
  • In a first embodiment, the foundation base is made of steel and solid concrete. The foundation walls are built of concrete blocks and are cemented with mortar. The upper part of the foundation wall is topped with steel and solid concrete comprising steel anchor and ventilation pipes. The whole system of ventilation pipes ventilates the area between ground and the ceiling.
  • In a second embodiment, the foundation is made in form of a pile foundation. Due to the light structure of the house it is possible to create appropriately designed pile foundation; the drilling machine makes a round hole below the freezing zone, when the pile is shuttered with a paper form, steel and solid concrete with thread anchors is inserted. Between the piles precast concrete walls are mounted. This pile system is cheaper since it uses less concrete and steel, can be constructed faster, precast concrete elements can be mounted in all weather conditions and it may be built on every kind of ground.
  • Floor Construction (60)
  • I-beams are covered by a tongue and groove 25 mm conventional OSB board and from the bottom by a 12 mm conventional OSB board. The whole structure is isolated. On the top floor surface a sill plate made of solid wood (KWH wood) is installed.
  • First level floor construction (70)
  • If the first level of the attic of the house is usable, then the ceiling is made of i-beams covered with 25 mm thick conventional OSB boards (OB/3) from the top and 12 mm thick OSB boards (OSB/3) from the bottom with an insulation inside. From the zero level the ceiling system ready to plaster and paint is mounted.
  • Roof Construction (80)
  • The roof construction in the present house building system is made of i-beams mounted to the beam by the Simpson adjustable steel fittings. The outer roof sheaving is made of conventional OSB board (OSB/3) or MDF DP 50 board, and the bottom sheaving is made of a 12 mm thick conventional OSB board (OSB/3). Subsequently, a structure ready to plaster and paint, preferably the modified OSB board 10 according to the invention, is mounted to the board. The space between the rafters is insulated. In case of one-story houses the roof construction is made of precast truss, covered with conventional OSB/3 board. The bottom belt of the truss is used as the ceiling. The space between bottom belts is insulated and the ceiling is finished with a ready to plaster and paint system.
  • The enlarged view in Fig.5 illustrates the connection of construction wall and ceiling.

Claims (15)

  1. Modified OSB board (oriented strand board) with an upper side and a lower side
    characterized in that
    the upper and/or lower side of the OSB-board are coated with at least one paper layer, preferably at least two paper layers.
  2. OSB board according to claim 1, characterized in that the upper and lower side are each coated with at least two paper layers.
  3. OSB board according to claim 1 or 2, characterized in that one first layer, in particular the layer being adjacent to the board surface, is impregnated with at least one resin, in particular at least one formaldehyde resin.
  4. OSB board according to one of the preceding claims, characterized in that the second layer, in particular the layer arranged on the first layer, is raw paper layer.
  5. OSB board according to one of the preceding claims characterized in that each OSB boards comprises a tongue-and-groove joint.
  6. Construction wall for a house building system comprising at least one modified OSB-board according to one of the preceding claims.
  7. Construction wall according to claim 6, characterized in that
    - at least one wood frame with two long sides and two short sides continuing in each case parallel to each other is provided, wherein the area delimited by the frame is divided in at least two, preferably multiple sub-areas using at least one beam, preferably multiple beams extending within the frame vertical from one long side to the other long side of the frame parallel to the short sides of the frame;
    - wherein the at least one wood frame is covered on both sides by at least one non-modified OSB-board, respectively; and
    - wherein at least one modified OSB-board according to one of claims 1-5 is arranged on at least one non-modified OSB-board.
  8. Construction wall according to claim 7, characterized in that the at least one wood frame is made of wood like material.
  9. Construction wall according to claim 7 or 8, characterized in that the space between the at least two non-modified OSB boards is filled with insulation material, in particular wood fiber insulation material.
  10. Construction wall according to one of claims 7 to 9, characterized in that the modified OSB board according to one of the claims 1-5 is arranged on the non-modified OSB-board by using laths which are mounted vertically on the non-modified OSB-board and onto which the modified board is place whereby providing a space between the non-modified OSB-board and modified OSB-board.
  11. Construction wall according to claim 10, characterized in that in the space between the non-modified OSB-board and modified OSB-board electrical equipment (such as electrical wires) and plumbing means (such as water pipes) are installed.
  12. Partition wall for a house building system comprising at least one of the modified OSB boards according to one of the claims 1-5.
  13. Partition wall according to claim 12 characterized by an inner core comprising at least one, preferably at least two LDF boards.
  14. Partition wall according to claim 13 characterized in that at least one side, preferably both sides of the inner core are covered by at least one modified OSB-board according to one of the claims 1-5.
  15. House building system comprising
    - at least one, preferably at least four construction walls according to one of the claims 6-11;
    - at least one partition wall according to one of the claims 12-14.
EP15173828.3A 2015-06-25 2015-06-25 Modified osb board and its use in walls for house building systems Active EP3109370B1 (en)

Priority Applications (17)

Application Number Priority Date Filing Date Title
PT151738283T PT3109370T (en) 2015-06-25 2015-06-25 Modified osb board and its use in walls for house building systems
PL15173828T PL3109370T3 (en) 2015-06-25 2015-06-25 Modified osb board and its use in walls for house building systems
TR2018/09199T TR201809199T4 (en) 2015-06-25 2015-06-25 Modified osb plate and use on walls for home construction systems.
HUE15173828A HUE038573T2 (en) 2015-06-25 2015-06-25 Modified osb board and its use in walls for house building systems
ES15173828.3T ES2674100T3 (en) 2015-06-25 2015-06-25 Modified OSB board and its use in walls for housing construction systems
LTEP15173828.3T LT3109370T (en) 2015-06-25 2015-06-25 Modified osb board and its use in walls for house building systems
NO15173828A NO3109370T3 (en) 2015-06-25 2015-06-25
EP15173828.3A EP3109370B1 (en) 2015-06-25 2015-06-25 Modified osb board and its use in walls for house building systems
PL16731065T PL3314066T3 (en) 2015-06-25 2016-06-10 Modified osb board and its use in walls for house building systems
RU2017142334A RU2690989C2 (en) 2015-06-25 2016-06-10 Modified osb plate and its use in walls for house building systems
EP16731065.5A EP3314066B1 (en) 2015-06-25 2016-06-10 Modified osb board and its use in walls for house building systems
PCT/EP2016/063326 WO2016206995A1 (en) 2015-06-25 2016-06-10 Modified osb board and its use in walls for house building systems
ES16731065T ES2881023T3 (en) 2015-06-25 2016-06-10 Modified OSB board and its use in partitions for house building systems
LTEPPCT/EP2016/063326T LT3314066T (en) 2015-06-25 2016-06-10 Modified osb board and its use in walls for house building systems
HUE16731065A HUE055496T2 (en) 2015-06-25 2016-06-10 Modified osb board and its use in walls for house building systems
US15/738,729 US10920420B2 (en) 2015-06-25 2016-06-10 Modified OSB board and its use in walls for house building systems
RU2019115804A RU2765096C2 (en) 2015-06-25 2019-05-22 Modified osb plate and its application in walls for house construction systems

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP15173828.3A EP3109370B1 (en) 2015-06-25 2015-06-25 Modified osb board and its use in walls for house building systems

Publications (2)

Publication Number Publication Date
EP3109370A1 true EP3109370A1 (en) 2016-12-28
EP3109370B1 EP3109370B1 (en) 2018-04-18

Family

ID=53510630

Family Applications (1)

Application Number Title Priority Date Filing Date
EP15173828.3A Active EP3109370B1 (en) 2015-06-25 2015-06-25 Modified osb board and its use in walls for house building systems

Country Status (8)

Country Link
EP (1) EP3109370B1 (en)
ES (1) ES2674100T3 (en)
HU (1) HUE038573T2 (en)
LT (1) LT3109370T (en)
NO (1) NO3109370T3 (en)
PL (1) PL3109370T3 (en)
PT (1) PT3109370T (en)
TR (1) TR201809199T4 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10920420B2 (en) 2015-06-25 2021-02-16 SWISS KRONO Tec AG Modified OSB board and its use in walls for house building systems

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20050229504A1 (en) * 2004-02-23 2005-10-20 Bennett John L Panel for sheathing system and method
EP1607537A2 (en) * 2004-06-09 2005-12-21 Philip Anthony Price Fully insulated timber frame building panel system
WO2013026172A1 (en) * 2011-08-23 2013-02-28 Kronoplus Technical Ag Construction board with defined air permeability
DE202013104779U1 (en) * 2013-09-12 2013-11-14 J.M. Offner Fertighaus Gesellschaft m.b.H. wall element
US20140370319A1 (en) * 2013-06-17 2014-12-18 Välinge Innovation AB Method of manufacturing a wood-based board and such a wood-based board

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE102005021156A1 (en) * 2005-05-09 2006-11-16 Kaindl Flooring Gmbh Multilayer board

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20050229504A1 (en) * 2004-02-23 2005-10-20 Bennett John L Panel for sheathing system and method
EP1607537A2 (en) * 2004-06-09 2005-12-21 Philip Anthony Price Fully insulated timber frame building panel system
WO2013026172A1 (en) * 2011-08-23 2013-02-28 Kronoplus Technical Ag Construction board with defined air permeability
US20140370319A1 (en) * 2013-06-17 2014-12-18 Välinge Innovation AB Method of manufacturing a wood-based board and such a wood-based board
DE202013104779U1 (en) * 2013-09-12 2013-11-14 J.M. Offner Fertighaus Gesellschaft m.b.H. wall element

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10920420B2 (en) 2015-06-25 2021-02-16 SWISS KRONO Tec AG Modified OSB board and its use in walls for house building systems

Also Published As

Publication number Publication date
EP3109370B1 (en) 2018-04-18
HUE038573T2 (en) 2018-10-29
ES2674100T3 (en) 2018-06-27
TR201809199T4 (en) 2018-07-23
PT3109370T (en) 2018-07-20
PL3109370T3 (en) 2018-10-31
LT3109370T (en) 2018-07-25
NO3109370T3 (en) 2018-09-15

Similar Documents

Publication Publication Date Title
US10920420B2 (en) Modified OSB board and its use in walls for house building systems
US20220282492A1 (en) Fiber enforced thin brick sheet and process
US11426895B2 (en) Integral composite shuttering panel and monolithic wall building system
US6742315B2 (en) Method of making a wall system
US8695304B2 (en) Apparatus, system, and method for constructing a wall using wall blocks
US8209927B2 (en) Structural fiber cement building materials
CA2526876C (en) Thin stone or thin brick veneer wall system and clips therefor
US20090293396A1 (en) Structural insulated panel for building construction
US8429867B2 (en) Wooden frame wall block with finished wall material layers
EP3109370B1 (en) Modified osb board and its use in walls for house building systems
McMorrough The Architecture Reference & Specification Book: Everything Architects Need to Know Every Day
IES20150071A2 (en) Improvements in and relating to pre-fabricated stone panels, a method of constructing a wall from pre-fabricated stone panels and a construction kit comprising pre-fabricated stone panels
GB2536036A (en) Improvements in and relating to pre-fabricated stone panels, a method of constructing a wall from pre-fabricated stone panels and a construction kit
Лапина et al. Advantages and disadvantages of cross-laminated timber in modern construsction
Toader et al. NON-STRUCTURAL WALLS-PARTITIONS AND CLOSING ELEMENTS-AND CEMENT BOARD CEILINGS
FI82741B (en) Floor panel for hanging floors, and hanging floor construction
AU2004201390A1 (en) Building member and building system

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: 20160408

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

AX Request for extension of the european patent

Extension state: BA ME

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

INTG Intention to grant announced

Effective date: 20171117

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): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

REG Reference to a national code

Ref country code: DE

Ref legal event code: R096

Ref document number: 602015010025

Country of ref document: DE

REG Reference to a national code

Ref country code: AT

Ref legal event code: REF

Ref document number: 990643

Country of ref document: AT

Kind code of ref document: T

Effective date: 20180515

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

REG Reference to a national code

Ref country code: FR

Ref legal event code: PLFP

Year of fee payment: 4

REG Reference to a national code

Ref country code: ES

Ref legal event code: FG2A

Ref document number: 2674100

Country of ref document: ES

Kind code of ref document: T3

Effective date: 20180627

REG Reference to a national code

Ref country code: CH

Ref legal event code: NV

Representative=s name: SCHMAUDER AND PARTNER AG PATENT- UND MARKENANW, CH

REG Reference to a national code

Ref country code: RO

Ref legal event code: EPE

Ref country code: NO

Ref legal event code: T2

Effective date: 20180418

REG Reference to a national code

Ref country code: PT

Ref legal event code: SC4A

Ref document number: 3109370

Country of ref document: PT

Date of ref document: 20180720

Kind code of ref document: T

Free format text: AVAILABILITY OF NATIONAL TRANSLATION

Effective date: 20180712

REG Reference to a national code

Ref country code: NL

Ref legal event code: FP

REG Reference to a national code

Ref country code: EE

Ref legal event code: FG4A

Ref document number: 015824

Country of ref document: EE

Effective date: 20180713

REG Reference to a national code

Ref country code: HU

Ref legal event code: AG4A

Ref document number: E038573

Country of ref document: HU

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: 20180418

Ref country code: AL

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: 20180418

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: 20180418

Ref country code: BG

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: 20180718

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

Ref country code: RS

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: 20180418

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: 20180719

Ref country code: HR

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: 20180418

REG Reference to a national code

Ref country code: SK

Ref legal event code: T3

Ref document number: E 28403

Country of ref document: SK

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 602015010025

Country of ref document: DE

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

Ref country code: DK

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

Effective date: 20180418

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

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

Ref country code: SM

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: 20180418

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

26N No opposition filed

Effective date: 20190121

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

Effective date: 20180418

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

Ref country code: IE

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

Effective date: 20180625

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

Ref country code: SI

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: 20180418

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

Ref country code: IT

Payment date: 20190621

Year of fee payment: 8

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

Ref country code: MT

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

Effective date: 20180625

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: 20180418

Ref country code: MK

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

Effective date: 20180418

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

Ref country code: IS

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: 20180818

REG Reference to a national code

Ref country code: AT

Ref legal event code: UEP

Ref document number: 990643

Country of ref document: AT

Kind code of ref document: T

Effective date: 20180418

REG Reference to a national code

Ref country code: NO

Ref legal event code: MMEP

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

Ref country code: NO

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

Effective date: 20200630

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

Ref country code: SK

Payment date: 20220614

Year of fee payment: 8

Ref country code: RO

Payment date: 20220615

Year of fee payment: 8

Ref country code: PT

Payment date: 20220623

Year of fee payment: 8

Ref country code: NL

Payment date: 20220621

Year of fee payment: 8

Ref country code: LU

Payment date: 20220621

Year of fee payment: 8

Ref country code: LT

Payment date: 20220613

Year of fee payment: 8

Ref country code: EE

Payment date: 20220617

Year of fee payment: 8

Ref country code: CZ

Payment date: 20220621

Year of fee payment: 8

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

Ref country code: TR

Payment date: 20220620

Year of fee payment: 8

Ref country code: LV

Payment date: 20220621

Year of fee payment: 8

Ref country code: BE

Payment date: 20220621

Year of fee payment: 8

Ref country code: AT

Payment date: 20220617

Year of fee payment: 8

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

Ref country code: IT

Payment date: 20220630

Year of fee payment: 8

Ref country code: ES

Payment date: 20220719

Year of fee payment: 8

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

Ref country code: CH

Payment date: 20220629

Year of fee payment: 8

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

Ref country code: FR

Payment date: 20230621

Year of fee payment: 9

Ref country code: DE

Payment date: 20230530

Year of fee payment: 9

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

Ref country code: PL

Payment date: 20230518

Year of fee payment: 9

Ref country code: HU

Payment date: 20230614

Year of fee payment: 9

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

Ref country code: GB

Payment date: 20230622

Year of fee payment: 9

REG Reference to a national code

Ref country code: EE

Ref legal event code: MM4A

Ref document number: E015824

Country of ref document: EE

Effective date: 20230630

REG Reference to a national code

Ref country code: LT

Ref legal event code: MM4D

Effective date: 20230625

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

Ref country code: RO

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

Effective date: 20230625

Ref country code: PT

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

Effective date: 20231226

Ref country code: LV

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

Effective date: 20230625

Ref country code: CZ

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

Effective date: 20230625

REG Reference to a national code

Ref country code: CH

Ref legal event code: PL

REG Reference to a national code

Ref country code: NL

Ref legal event code: MM

Effective date: 20230701

REG Reference to a national code

Ref country code: SK

Ref legal event code: MM4A

Ref document number: E 28403

Country of ref document: SK

Effective date: 20230625

REG Reference to a national code

Ref country code: AT

Ref legal event code: MM01

Ref document number: 990643

Country of ref document: AT

Kind code of ref document: T

Effective date: 20230625

REG Reference to a national code

Ref country code: BE

Ref legal event code: MM

Effective date: 20230630

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

Ref country code: LU

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

Effective date: 20230625

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 NON-PAYMENT OF DUE FEES

Effective date: 20230701

Ref country code: LU

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

Effective date: 20230625

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

Ref country code: LT

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

Effective date: 20230625