WO2023194116A1 - Modular wall system - Google Patents

Modular wall system Download PDF

Info

Publication number
WO2023194116A1
WO2023194116A1 PCT/EP2023/057471 EP2023057471W WO2023194116A1 WO 2023194116 A1 WO2023194116 A1 WO 2023194116A1 EP 2023057471 W EP2023057471 W EP 2023057471W WO 2023194116 A1 WO2023194116 A1 WO 2023194116A1
Authority
WO
WIPO (PCT)
Prior art keywords
base unit
wall system
wall panel
foundation
base
Prior art date
Application number
PCT/EP2023/057471
Other languages
French (fr)
Inventor
Henrik THORLACIUS-USSING
Original Assignee
Aktieselskabet Rold Skov Savværk
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Aktieselskabet Rold Skov Savværk filed Critical Aktieselskabet Rold Skov Savværk
Publication of WO2023194116A1 publication Critical patent/WO2023194116A1/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/72—Non-load-bearing walls of elements of relatively thin form with respect to the thickness of the wall
    • E04B2/721—Non-load-bearing walls of elements of relatively thin form with respect to the thickness of the wall connections specially adapted therefor
    • 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
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/14—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements being composed of two or more materials
    • 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
    • E04B1/0007—Base structures; Cellars
    • 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
    • E04B1/6141—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 the connection made by an additional locking key
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/82—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
    • E04B2/825—Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building the connection between the floor and the ceiling being achieved without any restraining forces acting in the plane of the partition
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
    • E04C2/46—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose specially adapted for making walls
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • E04B1/2604—Connections specially adapted therefor
    • E04B2001/268—Connection to foundations
    • 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
    • E04B2001/6195—Connections for building structures in general of slab-shaped building elements with each other the slabs being connected at an angle, e.g. forming a corner

Definitions

  • the present invention relates to wall systems for buildings.
  • the panels may be provided to form walls, roof, or floors of a building to be constructed, and may thus be provided with different materials and structures in order to fit their purpose.
  • Known wall panels may be difficult to install and adjust relative to the flooring.
  • One aspect relates to a modular wall system comprising:
  • a base unit adapted for being mounted to a floor or a foundation of a building
  • the base unit is configured as an elongate profile element extending in a longitudinal direction and having a first end, a second end, an upper part adapted for engaging with the cavity or groove of the wall panel, and a lower part adapted for engagement with said floor or foundation, wherein the upper part has a triangular or trapezoidal crosssection.
  • the inventor of the present invention has developed a modular wall system comprising a base unit that functions as a guide, e.g., a guide rail or guide pin, during the installation of the wall panel.
  • the wall panel is configured to engage with or surround an upper part of the base unit.
  • the bottom of the wall panel comprises an elongate cavity or groove extending along the length of the wall panel.
  • the elongate cavity or groove functions, together with the upper part of the base unit, as a guide during installation of the wall panel.
  • both the upper part of the base unit and the elongate cavity or groove functions as a locking mechanism preventing the wall panel from displacing from its intended position.
  • the mounting operation is initiated by placing the base unit (the elongate profile element) on a floor, terrain deck, or foundation.
  • the base unit is leveled, e.g., using leveling holes formed therein for horizontal alignment of the elongate profile element.
  • the base unit is then attached to the floor, terrain deck, or foundation, e.g., via mounting holes, such as bolt holes, formed therein.
  • voids may be present below the base unit.
  • These voids are optionally filled with a casting material, such as mortar, expanding concrete, a curable polymeric composition, or the like, to ensure the correct force transmission between the wall panels and the floor, terrain deck, or foundation.
  • a sealant such as rubber, or silicone (elastomeric sealants), may be applied to the base before the wall panels are mounted thereto.
  • the base unit is preferably produced in a strong, rigid, and dimensionally stable material, such as polyethylene, polypropylene, POM, or the like, that ensures a durable solution equivalent to the lifetime of the building.
  • a polymeric material ensures that moisture from the floor, terrain deck, or foundation, will not reach the wall panels.
  • the base unit may preferably be shortened as needed with ordinary tools. For relatively long wall sections, multiple base units may be needed.
  • the base units may typically be of a length within the range of 50-400 cm, and the width may typically be within the range of 5-20 cm.
  • the height of the base unit may typically be within the range of 5-50 mm.
  • the joint between two base units should preferably be sealed with a suitable sealant.
  • the upper part of the base unit is shaped as a) a triangular prism with its base facing the lower part of the elongate profile element, or b) a trapezoidal prism with its relatively largest base of the two bases facing the lower part of the elongate profile element.
  • the upper part of the base unit is shaped as a triangular prism with its base facing the lower part of the elongate profile element.
  • This shape has proven particularly suitable for the upper part’s function as a guide.
  • the wall panel’s elongate cavity or groove has the same shape.
  • the upper part of the base unit is shaped as an isosceles triangular prism with its base facing the lower part of the elongate profile element.
  • This shape has proven particularly suitable for the upper part’s function as a guide.
  • the isosceles triangular prism is a right isosceles triangular prism.
  • the wall panel’s elongate cavity or groove has the same shape.
  • the lower part of the elongate profile element i.e., the base unit, is relatively wider than the upper part of the elongate profile element. This embodiment leaves space in the lower part for holes for fastening and/or leveling means.
  • the lower part of the elongate profile element comprises leveling holes for horizontal alignment of the elongate profile element, and/or mounting holes, such as bolt holes, adapted for use for fastening the elongate profile element to a floor or a foundation of a building.
  • the wall panels are preferably mounted to one another, to a roof construction, and/or to the floor construction, terrain deck, or foundation by fastening means, such as bolts and brackets.
  • the first end and/or the second end of the wall panel is configured as an end-to-end overlap joint (lap joint), preferably a half lap joint, a scarf joint, or a bevel lap joint.
  • lap joint preferably a half lap joint, a scarf joint, or a bevel lap joint.
  • the wall panel may be made of any suitable material.
  • the wall panel is made of cross-laminated timber.
  • the width of the wall panel is the same as the width of the lower part of the elongate profile element.
  • the wall panel’s top, bottom, first end, and/or a second end may be provided with a joint seal, such as one or more bands of polymeric foam seal, e.g., to prevent the formation of cracks during expansion or contraction of the joints.
  • a joint seal such as one or more bands of polymeric foam seal, e.g., to prevent the formation of cracks during expansion or contraction of the joints.
  • the space(s) between said subunits are of a length within the range of 2-5 cm.
  • the length of each subunit is within the range of 20-50 cm.
  • the lower part of the base unit has a width of within the range of 75-200 mm.
  • the upper part of the base unit has a width of within the range of 20-40 mm.
  • the wall panel’s bottom is provided with a joint seal, such as one or more bands of polymeric foam seal.
  • the wall panel’s first and/or second ends and/or top is provided with a joint seal, such as one or more bands of polymeric foam seal.
  • the upper part of the base unit is divided into spaced apart multiple subunits, the space(s) between said subunits adapted for receiving fastening means, such as bolts or screws, adapted for use for fastening the base unit to the floor or foundation.
  • a second aspect relates to a method for producing a wall system comprising: a) providing one or more base units according to the present invention; b2) mounting said one or more base units to a floor construction, a terrain deck, or a foundation by fastening means; c) providing one or more wall panels according to the present invention; d) mounting said one or more wall panels to said one or more base units, while using said one or more base units as a guide during said mounting operation; and e) fastening said one or more wall panels to a roof construction, and/or to the floor construction, terrain deck, or foundation by fastening means, such as bolts and brackets.
  • a third aspect relates to the use of one or more base units according to the present invention for producing a wall system of wall panels, said wall panels comprising an elongate cavity or groove extending along the length of the wall panel.
  • Figure 1 is a cross-sectional view of a modular wall system according to the present invention.
  • Figure 2 is a close-up view of Figure 1 .
  • Figure 3 is a perspective view of a part of a base according to the present invention.
  • Figure 4 is a longitudinal cross-sectional view of a base according to the present invention.
  • Figure 5 is a longitudinal cross-sectional view of a base according to the present invention.
  • Figure 6 is a top view of six exemplary bases according to the present invention.
  • Figures 7A and 7B are perspective bottom views of a wall panel according to the present invention.
  • Figures 8A and 8B are perspective top views of a wall panel according to the present invention.
  • Figure 9 is a transverse cross-sectional view of five base units according to the present invention with a wall panel mounted thereon.
  • Figure 10 is a transverse cross-sectional view of a base unit according to the present invention with a wall panel mounted thereon (partition wall).
  • Figure 11 is a transverse cross-sectional view of a base unit according to the present invention with a wall panel mounted thereon (load bearing wall).
  • Figure 12 is a transverse cross-sectional view of a base according to the present invention with a wall panel mounted thereon (load bearing wall).
  • Figure 13 is a transverse cross-sectional view of a base according to the present invention.
  • Figure 14 is a transverse cross-sectional view of a base according to the present invention.
  • Figures 15A and 15B are exemplary illustrations of how to connect wall panels according to the present invention.
  • Figure 1 shows a cross-sectional view of a modular wall system 100 according to the present invention.
  • the modular wall system 100 is here shown used as the inner wall section of a timber frame wall.
  • the timber frame wall is here further shown with a timber frame section 200 with integrated insulation slabs (cavity insulation), and a panel board section 300.
  • a panel board section 300 may be exchanged with other types of wall sections.
  • Figure 2 is a close-up view of Figure 1 , where the modular wall system 100 can be seen comprising a base unit 110 adapted for being mounted to the foundation 400 of a building, and a wall panel 120 with a bottom adapted for being mounted to the base unit 110.
  • the base unit 110 is configured as an elongate profile element extending in a longitudinal direction (see Figures 3-6).
  • the base unit 110 comprises an upper part 112 adapted for engaging with a cavity or groove 122 (see Figures 7A and 7B) of the wall panel 120, and a lower part 114 adapted for engagement with the foundation 400.
  • the upper part 112 has a triangular cross-section.
  • the upper part 112 is configured as a triangular prism with its base facing the lower part 114 of the elongate profile element.
  • the upper part 112 is divided into spaced apart multiple subunits 112A, 112B (see Figures 4-6) to make space for mounting holes 130 (see Figure 14), such as bolt or screw holes, adapted for use for fastening the base unit 110 to the foundation 400.
  • the bolts 135 may e.g., be seen in Figures 3-5, 12, and 14.
  • the spaces 113 between the subunits 112A, 112B is adapted for receiving fastening means 135, here bolts, adapted for use for fastening the base unit 110 to the floor or foundation 400.
  • the spaces 113 are also present to easier shorten a base unit for a specific purpose as less material will need to be cut in these positions.
  • bolt mounting holes may be made directly within the sides of the upper part and/or in the lower part.
  • the lower part 114 of the base unit 110 may comprise leveling holes 140, such as levelling bolt holes, for horizontal alignment of the base unit 110 as shown in Figure 14.
  • the adjustment bolts 145 for use in the levelling operation may e.g., be seen in Figures 3-4, 10-11 , and 14.
  • Figure 14 is a transverse cross-sectional view of the base unit 110 between two spaced apart subunits of the upper part 112.
  • Figure 13 is a transverse cross-sectional view of the base unit 110 through a subunit of the upper part 112.
  • Figure 5 shows an embodiment without leveling holes, where the user uses traditional wedges 500 for levelling the base unit 110.
  • voids may be present below the base unit 110. These voids are optionally filled with a casting material 600, such as mortar, expanding concrete, a curable polymeric composition, or the like, to ensure the correct force transmission between the wall panels and the floor, terrain deck, or foundation.
  • a casting material 600 such as mortar, expanding concrete, a curable polymeric composition, or the like
  • Figure 6 shows six exemplary bases according to the present invention with shown widths and lengths.
  • Figure 9 shows a transverse cross-sectional view of five exemplary base units 112, 114 according to the present invention with a wall panel 120 mounted thereon.
  • the upper part 114 of the base unit is shaped as an isosceles triangular prism.
  • the width (middle value of the three shown widths) of the groove 122 extending along the length of the wall panel 120 is shown for each example.
  • the wall panel 120 may be mounted to the base unit 110 by screws 700 or nails (see e.g., Figures 10-11 ), by driving them, preferably obliquely downwards, through the bottom of the wall panel 120 and into the base unit 110. This operation is primarily a temporary means until the wall panel 120 can be permanently fastened to the ceiling or flooring, e.g., by the aid of brackets 800 (see e.g., Figures 11 -12) and bolts 850 or screws.
  • the bottom of the wall panel 120 comprises an elongate cavity or groove 122 extending along the length of the wall panel 120 (see Figures 7A and 7B).
  • the wall panel’s bottom may be provided with a joint seal 124, such as one or more bands of polymeric foam seal, as depicted in Figure 7A, here shown with one band on each side of the elongate cavity or groove 122.
  • a joint seal 124 such as one or more bands of polymeric foam seal, as depicted in Figure 7A, here shown with one band on each side of the elongate cavity or groove 122.
  • the wall panel’s first and/or second ends may be provided with a joint seal 126, such as one or more bands of polymeric foam seal, as depicted in Figures 7A, 8A, and 8B.
  • the wall panel’s top may be provided with a joint seal 128, such as one or more bands of polymeric foam seal, as depicted in Figure 8B.
  • Figures 15A and 15B are exemplary illustrations of how to connect wall panels according to the present invention.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The present invention relates to a modular wall system comprising a base unit adapted for being mounted to a floor or a foundation of a building; and a wall panel with a bottom adapted for being mounted to the base unit. The bottom of the wall panel comprises an elongate cavity or groove extending along the length of the wall panel and the base unit is configured as an elongate profile element extending in a longitudinal direction and having an upper part adapted for engaging with the cavity or groove of the wall panel. The upper part has a triangular or trapezoidal cross-section.

Description

MODULAR WALL SYSTEM
Technical field of the invention
The present invention relates to wall systems for buildings.
Background of the invention
Today, it is well known to manufacture and use prefabricated panels in building systems. The panels may be provided to form walls, roof, or floors of a building to be constructed, and may thus be provided with different materials and structures in order to fit their purpose. Known wall panels may be difficult to install and adjust relative to the flooring.
It is an objective of the present invention to provide an improved wall system for buildings that is easy to install and to adjust relative to the flooring or foundation.
Description of the invention
One aspect relates to a modular wall system comprising:
- a base unit adapted for being mounted to a floor or a foundation of a building; and
- a wall panel with a top, a bottom adapted for being mounted to the base unit, a first end, and a second end; wherein the bottom of the wall panel comprises an elongate cavity or groove extending along the length of the wall panel; wherein the base unit is configured as an elongate profile element extending in a longitudinal direction and having a first end, a second end, an upper part adapted for engaging with the cavity or groove of the wall panel, and a lower part adapted for engagement with said floor or foundation, wherein the upper part has a triangular or trapezoidal crosssection.
The inventor of the present invention has developed a modular wall system comprising a base unit that functions as a guide, e.g., a guide rail or guide pin, during the installation of the wall panel. The wall panel is configured to engage with or surround an upper part of the base unit. The bottom of the wall panel comprises an elongate cavity or groove extending along the length of the wall panel. The elongate cavity or groove functions, together with the upper part of the base unit, as a guide during installation of the wall panel. After installation, both the upper part of the base unit and the elongate cavity or groove functions as a locking mechanism preventing the wall panel from displacing from its intended position.
The mounting operation is initiated by placing the base unit (the elongate profile element) on a floor, terrain deck, or foundation. Optionally, it is leveled, e.g., using leveling holes formed therein for horizontal alignment of the elongate profile element. The base unit is then attached to the floor, terrain deck, or foundation, e.g., via mounting holes, such as bolt holes, formed therein. After levelling, voids may be present below the base unit. These voids are optionally filled with a casting material, such as mortar, expanding concrete, a curable polymeric composition, or the like, to ensure the correct force transmission between the wall panels and the floor, terrain deck, or foundation. A sealant, such as rubber, or silicone (elastomeric sealants), may be applied to the base before the wall panels are mounted thereto.
The base unit is preferably produced in a strong, rigid, and dimensionally stable material, such as polyethylene, polypropylene, POM, or the like, that ensures a durable solution equivalent to the lifetime of the building. In addition, the use of a polymeric material ensures that moisture from the floor, terrain deck, or foundation, will not reach the wall panels. The base unit may preferably be shortened as needed with ordinary tools. For relatively long wall sections, multiple base units may be needed. The base units may typically be of a length within the range of 50-400 cm, and the width may typically be within the range of 5-20 cm. The height of the base unit may typically be within the range of 5-50 mm. The joint between two base units should preferably be sealed with a suitable sealant.
In one or more embodiments, the upper part of the base unit is shaped as a) a triangular prism with its base facing the lower part of the elongate profile element, or b) a trapezoidal prism with its relatively largest base of the two bases facing the lower part of the elongate profile element.
In one or more embodiments, the upper part of the base unit is shaped as a triangular prism with its base facing the lower part of the elongate profile element. This shape has proven particularly suitable for the upper part’s function as a guide. Preferably, the wall panel’s elongate cavity or groove has the same shape.
In one or more embodiments, the upper part of the base unit is shaped as an isosceles triangular prism with its base facing the lower part of the elongate profile element. This shape has proven particularly suitable for the upper part’s function as a guide. Preferably, the isosceles triangular prism is a right isosceles triangular prism. Preferably, the wall panel’s elongate cavity or groove has the same shape.
In one or more embodiments, the lower part of the elongate profile element, i.e., the base unit, is relatively wider than the upper part of the elongate profile element. This embodiment leaves space in the lower part for holes for fastening and/or leveling means.
In one or more embodiments, the lower part of the elongate profile element comprises leveling holes for horizontal alignment of the elongate profile element, and/or mounting holes, such as bolt holes, adapted for use for fastening the elongate profile element to a floor or a foundation of a building. The wall panels are preferably mounted to one another, to a roof construction, and/or to the floor construction, terrain deck, or foundation by fastening means, such as bolts and brackets.
In one or more embodiments, the first end and/or the second end of the wall panel is configured as an end-to-end overlap joint (lap joint), preferably a half lap joint, a scarf joint, or a bevel lap joint.
In principle, the wall panel may be made of any suitable material. Preferably, the wall panel is made of cross-laminated timber.
In one or more embodiments, the width of the wall panel is the same as the width of the lower part of the elongate profile element.
The wall panel’s top, bottom, first end, and/or a second end may be provided with a joint seal, such as one or more bands of polymeric foam seal, e.g., to prevent the formation of cracks during expansion or contraction of the joints.
In one or more embodiments, the space(s) between said subunits are of a length within the range of 2-5 cm.
In one or more embodiments, the length of each subunit is within the range of 20-50 cm.
In one or more embodiments, the lower part of the base unit has a width of within the range of 75-200 mm.
In one or more embodiments, the upper part of the base unit has a width of within the range of 20-40 mm.
In one or more embodiments, the wall panel’s bottom is provided with a joint seal, such as one or more bands of polymeric foam seal.
In one or more embodiments, the wall panel’s first and/or second ends and/or top is provided with a joint seal, such as one or more bands of polymeric foam seal.
In one or more embodiments, the upper part of the base unit is divided into spaced apart multiple subunits, the space(s) between said subunits adapted for receiving fastening means, such as bolts or screws, adapted for use for fastening the base unit to the floor or foundation.
A second aspect relates to a method for producing a wall system comprising: a) providing one or more base units according to the present invention; b2) mounting said one or more base units to a floor construction, a terrain deck, or a foundation by fastening means; c) providing one or more wall panels according to the present invention; d) mounting said one or more wall panels to said one or more base units, while using said one or more base units as a guide during said mounting operation; and e) fastening said one or more wall panels to a roof construction, and/or to the floor construction, terrain deck, or foundation by fastening means, such as bolts and brackets.
A third aspect relates to the use of one or more base units according to the present invention for producing a wall system of wall panels, said wall panels comprising an elongate cavity or groove extending along the length of the wall panel.
As used in the specification and the appended claims, the singular forms "a", "an", and "the" include plural referents unless the context clearly dictates otherwise. Ranges may be expressed herein as from "about" or "approximately" one particular value and/or to "about" or "approximately" another particular value. When such a range is expressed, another embodiment includes from the one particular value and/or to the other particular value. Similarly, when values are expressed as approximations, by use of the antecedent "about", it will be understood that the particular value forms another embodiment.
It should be noted that embodiments and features described in the context of one of the aspects of the present invention also apply to the other aspects of the invention.
Brief description of the figures
Figure 1 is a cross-sectional view of a modular wall system according to the present invention.
Figure 2 is a close-up view of Figure 1 .
Figure 3 is a perspective view of a part of a base according to the present invention.
Figure 4 is a longitudinal cross-sectional view of a base according to the present invention.
Figure 5 is a longitudinal cross-sectional view of a base according to the present invention.
Figure 6 is a top view of six exemplary bases according to the present invention.
Figures 7A and 7B are perspective bottom views of a wall panel according to the present invention. Figures 8A and 8B are perspective top views of a wall panel according to the present invention.
Figure 9 is a transverse cross-sectional view of five base units according to the present invention with a wall panel mounted thereon.
Figure 10 is a transverse cross-sectional view of a base unit according to the present invention with a wall panel mounted thereon (partition wall).
Figure 11 is a transverse cross-sectional view of a base unit according to the present invention with a wall panel mounted thereon (load bearing wall).
Figure 12 is a transverse cross-sectional view of a base according to the present invention with a wall panel mounted thereon (load bearing wall).
Figure 13 is a transverse cross-sectional view of a base according to the present invention.
Figure 14 is a transverse cross-sectional view of a base according to the present invention.
Figures 15A and 15B are exemplary illustrations of how to connect wall panels according to the present invention.
Detailed description of the invention
The invention is not limited to the embodiment(s) illustrated in the drawings. Accordingly, it should be understood that where features mentioned in the appended claims are followed by reference signs, such signs are included solely for the purpose of enhancing the intelligibility of the claims and are in no way limiting on the scope of the claims.
Figure 1 shows a cross-sectional view of a modular wall system 100 according to the present invention. The modular wall system 100 is here shown used as the inner wall section of a timber frame wall. The timber frame wall is here further shown with a timber frame section 200 with integrated insulation slabs (cavity insulation), and a panel board section 300. Depending on the position of the timber frame wall in the building, other sections may be placed in front of the panel board section 300, or the panel board section 300 may be exchanged with other types of wall sections. Figure 2 is a close-up view of Figure 1 , where the modular wall system 100 can be seen comprising a base unit 110 adapted for being mounted to the foundation 400 of a building, and a wall panel 120 with a bottom adapted for being mounted to the base unit 110.
The base unit 110 is configured as an elongate profile element extending in a longitudinal direction (see Figures 3-6). The base unit 110 comprises an upper part 112 adapted for engaging with a cavity or groove 122 (see Figures 7A and 7B) of the wall panel 120, and a lower part 114 adapted for engagement with the foundation 400. The upper part 112 has a triangular cross-section. The upper part 112 is configured as a triangular prism with its base facing the lower part 114 of the elongate profile element. The upper part 112 is divided into spaced apart multiple subunits 112A, 112B (see Figures 4-6) to make space for mounting holes 130 (see Figure 14), such as bolt or screw holes, adapted for use for fastening the base unit 110 to the foundation 400. The bolts 135 may e.g., be seen in Figures 3-5, 12, and 14. The spaces 113 between the subunits 112A, 112B is adapted for receiving fastening means 135, here bolts, adapted for use for fastening the base unit 110 to the floor or foundation 400. The spaces 113 are also present to easier shorten a base unit for a specific purpose as less material will need to be cut in these positions. In other embodiments, bolt mounting holes may be made directly within the sides of the upper part and/or in the lower part. Furthermore, the lower part 114 of the base unit 110 may comprise leveling holes 140, such as levelling bolt holes, for horizontal alignment of the base unit 110 as shown in Figure 14. The adjustment bolts 145 for use in the levelling operation may e.g., be seen in Figures 3-4, 10-11 , and 14. Figure 14 is a transverse cross-sectional view of the base unit 110 between two spaced apart subunits of the upper part 112. Figure 13 is a transverse cross-sectional view of the base unit 110 through a subunit of the upper part 112. Figure 5 shows an embodiment without leveling holes, where the user uses traditional wedges 500 for levelling the base unit 110. After levelling, voids may be present below the base unit 110. These voids are optionally filled with a casting material 600, such as mortar, expanding concrete, a curable polymeric composition, or the like, to ensure the correct force transmission between the wall panels and the floor, terrain deck, or foundation.
Figure 6 shows six exemplary bases according to the present invention with shown widths and lengths.
Figure 9 shows a transverse cross-sectional view of five exemplary base units 112, 114 according to the present invention with a wall panel 120 mounted thereon. The upper part 114 of the base unit is shaped as an isosceles triangular prism. The width (middle value of the three shown widths) of the groove 122 extending along the length of the wall panel 120 is shown for each example.
The wall panel 120 may be mounted to the base unit 110 by screws 700 or nails (see e.g., Figures 10-11 ), by driving them, preferably obliquely downwards, through the bottom of the wall panel 120 and into the base unit 110. This operation is primarily a temporary means until the wall panel 120 can be permanently fastened to the ceiling or flooring, e.g., by the aid of brackets 800 (see e.g., Figures 11 -12) and bolts 850 or screws.
The bottom of the wall panel 120 comprises an elongate cavity or groove 122 extending along the length of the wall panel 120 (see Figures 7A and 7B).
The wall panel’s bottom may be provided with a joint seal 124, such as one or more bands of polymeric foam seal, as depicted in Figure 7A, here shown with one band on each side of the elongate cavity or groove 122. Furthermore, the wall panel’s first and/or second ends may be provided with a joint seal 126, such as one or more bands of polymeric foam seal, as depicted in Figures 7A, 8A, and 8B. Finally, the wall panel’s top may be provided with a joint seal 128, such as one or more bands of polymeric foam seal, as depicted in Figure 8B.
Figures 15A and 15B are exemplary illustrations of how to connect wall panels according to the present invention.
References
100 Modular wall system
110 Base unit
112 Upper part
113 Space
114 Lower part
120 Wall panel
122 Cavity or groove
124 Joint seal
126 Joint seal
128 Joint seal
130 Mounting hole
135 Bolt
140 Leveling hole
145 Adjustment bolt
200 Timber frame section
300 Panel board section
400 Foundation
500 Wedge
600 Casting material
700 Screw
800 Bracket
850 Bolt

Claims

Claims
1. A modular wall system (100) comprising:
- a base unit (110) adapted for being mounted to a floor or a foundation (400) of a building; and
- a wall panel (120) with a top, a bottom adapted for being mounted to the base unit (110), a first end, and a second end; wherein the bottom of the wall panel (120) comprises an elongate cavity or groove (122) extending along the length of the wall panel (120); wherein the base unit (110) is configured as an elongate profile element extending in a longitudinal direction and having a first end, a second end, an upper part (112) adapted for engaging with the cavity or groove (122) of the wall panel (120), and a lower part (114) adapted for engagement with said floor or foundation (400), wherein the upper part (112) has a triangular or trapezoidal cross-section; characterized in that the upper part (112) of the base unit (110) is divided into spaced apart multiple subunits (112A, 112B), the space(s) (113) between said subunits (112A, 112B) adapted for receiving fastening means (135), such as bolts or screws, adapted for use for fastening the base unit (110) to the floor or foundation (400).
2. The modular wall system (100) according to claim 1 , wherein the upper part (112) of the base unit (110) is shaped as a) a solid triangular prism with its base facing the lower part (114) of the base unit (110), or b) a solid trapezoidal prism with its relatively largest base of the two bases facing the lower part (114) of the base unit (110).
3. The modular wall system (100) according to claim 1 , wherein the upper part (112) of the base unit (110) is shaped as a triangular prism with its base facing the lower part (114) of the base unit (110).
4. The modular wall system (100) according to claim 1 , wherein the upper part
Figure imgf000013_0001
base facing the lower part (114) of the base unit (110).
5. The modular wall system (100) according to any one or the claims 1 -4, wherein the lower part (114) of the base unit (110) is relatively wider than the upper part of the base unit (110), and wherein the lower part (114) of the base unit (110) comprises leveling holes (140) for horizontal alignment of the base unit (110).
6. The modular wall system (100) according to any one of the claims 1 -5, wherein the upper part (112) and/or the lower part (114) of the base unit (110) comprise mounting holes (130), such as bolt holes, adapted for use for fastening the base unit (110) to a floor or a foundation (400) of a building.
7. The modular wall system (100) according to any one of the claims 1 -6, wherein the first end and/or the second end of the wall panel (120) is configured as an overlap joint.
8. The modular wall system (100) according to any one of the claims 1 -7, wherein the wall panel (120) is made of cross-laminated timber.
9. The modular wall system (100) according to any one of the claims 1 -8, wherein the space(s) (113) between said subunits (112A, 112B) are of a length within the range of 2-5 cm.
10. The modular wall system (100) according to any one of the claims 1 -9, wherein the length of each subunit (112A, 112B) is within the range of 20-50 cm.
11 . The modular wall system (100) according to any one of the claims 1 -10, wherein the lower part (114) of the base unit (110) has a width of within the range of 75-200 mm.
12. The modular wall system (100) according to any one of the claims 1 -11 , wherein the upper part (112) of the base unit (110) has a width of within the range of 20-40 mm.
13. The modular wall system (100) according to any one of the claims 1 -12, wherein the wall panel’s (120) bottom is provided with a joint seal (124), such as one or more bands of polymeric foam seal.
14. The modular wall system (100) according to any one of the claims 1 -13, wherein the wall panel’s (120) first and/or second ends and/or top is provided with a joint seal (126, 128), such as one or more bands of polymeric foam seal.
15. A method for producing a wall system comprising: a) providing one or more base units (110) adapted for being mounted to a floor or a foundation (400) of a building, ; b2) mounting said one or more base units (100) to a floor construction, a terrain deck, or a foundation (400) by fastening means; c) providing one or more wall panels (120) with a top, a bottom comprising a cavity or groove (122) adapted for engaging with the base unit (110), a first end, and a second end; d) mounting said one or more wall panels (120) to said one or more base units (110), while using said one or more base units (110) as a guide during said mounting operation; and e) fastening said one or more wall panels (120) to a roof construction, and/or to the floor construction, terrain deck, or foundation by fastening means, such as bolts and brackets; wherein the base unit (110) is configured as an elongate profile element extending in a longitudinal direction and having a first end, a second end, an upper part (112) adapted for engaging with the cavity or groove (122) of the wall panel (120), and a lower part (114) adapted for engagement with said floor, terrain deck, or foundation (400), wherein the upper part (112) has a triangular or trapezoidal cross-section; wherein the upper part (112) of the base unit (110) is divided into spaced apart multiple subunits (112A, 112B), the space(s) (113) between said subunits (112A, 112B) adapted for receiving fastening means, such as bolts or screws holes, adapted for use for fastening the base unit (110) to the floor, terrain deck, or foundation (400).
PCT/EP2023/057471 2022-04-06 2023-03-23 Modular wall system WO2023194116A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DKPA202200326A DK181402B1 (en) 2022-04-06 2022-04-06 A modular wall system and method for producing such a system
DKPA202200326 2022-04-06

Publications (1)

Publication Number Publication Date
WO2023194116A1 true WO2023194116A1 (en) 2023-10-12

Family

ID=85873710

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/EP2023/057471 WO2023194116A1 (en) 2022-04-06 2023-03-23 Modular wall system

Country Status (2)

Country Link
DK (1) DK181402B1 (en)
WO (1) WO2023194116A1 (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10159187A (en) * 1996-11-28 1998-06-16 Kyoryo Eng:Kk Construction method of building, foundation structure of building, and vibration control member for foundation of building
WO1999057387A1 (en) * 1998-05-01 1999-11-11 Tary Farnholtz Building structure and construction method
FR3009730A1 (en) * 2013-08-19 2015-02-20 David Legrand PRE-FACTORY PRE-FACTORY PRE-FACTORY PANELS FOR CONSTRUCTION, INSULATED. STRUCTURAL PANELS SELF-CARRIER
WO2016189210A1 (en) * 2015-05-28 2016-12-01 Maurice Loiseau Building having mostly prefabricated components
JP2020097834A (en) * 2018-12-17 2020-06-25 山菱工業株式会社 Joining metal fitting

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10159187A (en) * 1996-11-28 1998-06-16 Kyoryo Eng:Kk Construction method of building, foundation structure of building, and vibration control member for foundation of building
WO1999057387A1 (en) * 1998-05-01 1999-11-11 Tary Farnholtz Building structure and construction method
FR3009730A1 (en) * 2013-08-19 2015-02-20 David Legrand PRE-FACTORY PRE-FACTORY PRE-FACTORY PANELS FOR CONSTRUCTION, INSULATED. STRUCTURAL PANELS SELF-CARRIER
WO2016189210A1 (en) * 2015-05-28 2016-12-01 Maurice Loiseau Building having mostly prefabricated components
JP2020097834A (en) * 2018-12-17 2020-06-25 山菱工業株式会社 Joining metal fitting

Also Published As

Publication number Publication date
DK202200326A1 (en) 2023-10-16
DK181402B1 (en) 2023-10-16

Similar Documents

Publication Publication Date Title
US6260320B1 (en) Concrete panel construction system
GB2246149A (en) Structural post for wall ties
US6134861A (en) Foundation construction method
US9745739B2 (en) Wall construction method using injected urethane foam between the wall and autoclaved concrete (AAC) blocks
US20040231270A1 (en) Masonry tie for cavity wall construction
GB2459358A (en) Building and method of constructing a building
US20070147962A1 (en) Building made of sheet piles
US20100083590A1 (en) Prefabricated Panel for Constructing Structures and Methods of Making Such Panels and Constructing Structures with Such Panels
AU2002226904A1 (en) Tilt-up concrete form brace
WO2002043534A1 (en) Tilt-up concrete form brace
AU2010214742B2 (en) Expansion joints
GB2252986A (en) Improvements in or relating to accomodation modules.
WO2023194116A1 (en) Modular wall system
DK2080837T3 (en) Blind formwork of plastic foam for floorboards for construction
WO2019102438A1 (en) Permanent formwork and support system
EP1012415B1 (en) Arrangement at wall support
KR200226668Y1 (en) Mould for installing drainage
AU2010256330A1 (en) Modular building system
KR20080051395A (en) Space filler for aluminum form
US20080307730A1 (en) Channel screed with fastening clips
AU2001100168B8 (en) Formwork girt
EP1238172B1 (en) Concrete panel construction system
RU2801001C1 (en) Method for installation of basic masonry formwork profile for fastening heavy suspended facade
EP2356296A1 (en) A method of obtaining an outer ending at a floor deck form for concreting and a profile element to perform said method
WO2010012064A1 (en) Apparatus and method for installing cladding to structures

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 23715067

Country of ref document: EP

Kind code of ref document: A1