WO2020171756A1 - Montant de construction, structure de paroi comprenant un tel montant de construction et procédé de formation d'une structure de paroi - Google Patents

Montant de construction, structure de paroi comprenant un tel montant de construction et procédé de formation d'une structure de paroi Download PDF

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Publication number
WO2020171756A1
WO2020171756A1 PCT/SE2020/050174 SE2020050174W WO2020171756A1 WO 2020171756 A1 WO2020171756 A1 WO 2020171756A1 SE 2020050174 W SE2020050174 W SE 2020050174W WO 2020171756 A1 WO2020171756 A1 WO 2020171756A1
Authority
WO
WIPO (PCT)
Prior art keywords
weakness
sheet metal
building
stud
building stud
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.)
Ceased
Application number
PCT/SE2020/050174
Other languages
English (en)
Inventor
Patrick Johansson
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Priority claimed from SE1930096A external-priority patent/SE543391C2/sv
Priority to EP20758621.5A priority Critical patent/EP3927907B1/fr
Priority to JP2021548226A priority patent/JP7504111B2/ja
Priority to NZ778580A priority patent/NZ778580B2/en
Priority to ES20758621T priority patent/ES3009886T3/es
Priority to BR112021015991-6A priority patent/BR112021015991B1/pt
Application filed by Individual filed Critical Individual
Priority to AU2020224564A priority patent/AU2020224564B2/en
Priority to US17/424,507 priority patent/US11814844B2/en
Priority to PL20758621.5T priority patent/PL3927907T3/pl
Priority to CN202080015051.5A priority patent/CN113646493B/zh
Priority to CA3127558A priority patent/CA3127558A1/fr
Publication of WO2020171756A1 publication Critical patent/WO2020171756A1/fr
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/291—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures with apertured web
    • 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
    • E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
    • E04B2/7409—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts special measures for sound or thermal insulation, including fire protection
    • E04B2/7412—Posts or frame members specially adapted for reduced sound or heat transmission
    • 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
    • E04B2/7407—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts
    • E04B2/7453—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts with panels and support posts, extending from floor to ceiling
    • E04B2/7457—Removable non-load-bearing partitions; Partitions with a free upper edge assembled using frames with infill panels or coverings only; made-up of panels and a support structure incorporating posts with panels and support posts, extending from floor to ceiling with wallboards attached to the outer faces of the posts, parallel to the partition
    • 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
    • E04B2/76—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal
    • E04B2/78—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips
    • E04B2/7854—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of open profile
    • E04B2/789—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of metal characterised by special cross-section of the frame members as far as important for securing wall panels to a framework with or without the help of cover-strips of open profile of substantially U- or C- section
    • 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
    • E04B2/80—Removable non-load-bearing partitions; Partitions with a free upper edge with framework or posts of wood
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/29—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures
    • E04C3/292—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces built-up from parts of different material, i.e. composite structures the materials being wood and metal

Definitions

  • Building stud, wall structure comprising such a building stud and a method for forming a wall structure
  • the present invention relates to a building stud for forming a framework for mounting wall panels, a wall structure comprising such a building stud and a method for forming a wall structure.
  • a framework with studs When building walls, a framework with studs is built. Horizontally, a top plate is mounted on the ceiling and on the floor a bottom plate. Vertical studs are then placed between these, usually with a mutual spacing of 450-600 mm.
  • wall panels When the framework is mounted, wall panels are nailed or screwed to the framework. Thus, the distance between the studs is determined by the width of the wall panels to be fixed to the studs.
  • Common materials in wall panels are gypsum, MDF (Medium Density Fibre), OSB (Orientated Strand Board), shavings and wood chips. Magnesium oxide, calcium silicate, fibre cement and fibre gypsum boards as well as various types of composite boards also exist.
  • Wooden studs are usually homogeneous and square and work great for screwing or nailing wall panels. However, wooden studs are relatively heavy and tend to propeller during storage.
  • Steel studs are usually used in wall structures that are built using so-called lightweight framing construction technique.
  • a wall structure comprises a framework of metal profile studs forming a support or frame which is then covered with sheet-shaped building boards.
  • the framework includes horizontal studs that form top plates and bottom plates, which studs usually have a U-shaped cross section. Standing studs are mounted in the top and bottom plates with a predetermined mutual distance, on which plates and studs the building boards are then mounted.
  • Steel studs are usually made from steel sheets which are cut and bent to obtain a desired profile.
  • a steel stud comprises two parallel flange members which are joined by a transverse web member extending substantially perpendicular to the flange members.
  • the steel stud can thus obtain a substantially C-shaped cross-section.
  • Steel studs are often made from steel sheets having a relatively small thickness. For example, it is common for steel studs to be made of steel sheets having a thickness within the range of 0.4-0.6 mm.
  • the thin material thickness is important from a cost perspective, but also has great significance for the sound transmission in the wall. Thin steel provides better reduction of sound propagating through the wall, as a thin web portion provides less sound transmission between the flange portions than a thick web portion.
  • steel studs can be "boxed" during transport and storage, i.e. placed in each other. In this way, the volume that the steel studs take up can be reduced, which is important from a storage perspective and considering costly and environmentally harmful transports. It is also of great importance in workplaces, where there is often a lack of storage space.
  • a common mounting distance between nails or screws is, at the edge portions of the wall panels, about 200 mm cc distance and, in the middle of the panels, about 300 mm cc distance.
  • the predominant mounting method for wood framing is screwing, although this is more time-consuming and entails greater load on the installer than nailing.
  • nailing in wooden rails there is a risk that the nails are "worked out” by the shape change that occurs in wood when the humidity in the air changes. Nails that creep out in this way can then result in visible defects on the surfaces of the finished walls and can also be seen through paint or wallpaper.
  • One aspect of the invention relates to a building stud for forming a framework for mounting wall panels, which building stud comprises a first and a second flange portion and a web portion interconnecting the flange portions.
  • Each flange portion comprises a planar, elongated wood fibre member which may have a substantially rectangular cross section
  • the web portion comprises a sheet metal member including a first and a second rectilinear line of weakness, which lines of weakness are parallel and along which the sheet metal member is foldable to enable the building stud to be brought from a retracted storage position to an expanded mounting position.
  • respective wood fibre member may be a panel or board of homogeneous wood or of chipboard or wood fibre laminate.
  • the sheet metal member may be a steel sheet having a thickness within the range of 0.3-1.5 mm.
  • the stud according to the invention is a hybrid of wood fibre and metal.
  • the sheet metal member may comprise a first attachment portion which is adjoined and attached to the first flange portion, a second attachment portion which is adjoined and attached to the second flange portion, and a web portion disposed between the attachment portions, said first line of weakness forming a boundary between said first attachment portion and said web portion, and which second line of weakness forms a boundary between the second attachment portion and the web portion.
  • the joint between the attachment portions and the respective web portion may be a nail joint, a screw joint, a glue joint or a combination thereof.
  • a groove may be milled in the respective flange portion, in which groove a free edge of the attachment portion may be attached.
  • attachment portions helps to reduce shape-changes of the wood fibre members in the flange portions, e.g. caused by variations in humidity.
  • the attachment portions help eliminate or at least reduce problems that may occur when the wood fibre members settle.
  • the flange portions In the storage position, the flange portions may be arranged in a common plane and in the mounting position the flange portions may be arranged in two parallel planes.
  • the sheet metal member In the storage position, the sheet metal member may have a rectangular shape and in the mounting position a U-shaped cross section.
  • the lines of weakness may be formed by embossing, i.e. by deforming the sheet metal element continuously or discontinuously along the lines of weakness. Alternatively, or as a complement, the lines of weakness may be formed by machining recesses along the lines of weakness. The lines of weakness may also, alternatively or as a supplement, be formed by partially through-cutting the sheet metal member’s goods continuously or discontinuously along the lines of weakness.
  • Each wood fibre member may have a substantially rectangular cross section and its cross- sectional dimensions may be customized to achieve desired performance.
  • the respective cross-sectional dimensions of the wood fibre members may be 40 mm wide and 15 mm thick. This width provides ample space for joining two panel edges on the same stud, while at the same time providing good conditions for securely screwing or nailing the wall panels.
  • this construction solves the problem of movements in the wood material due to moisture and the influence on the position of the nail this normally brings in homogeneous wooden stud, since no wood is at the tip of the nail. The movement of the wood material cannot force the nail out of its attachment, but only produce varied "clamping" of its body. Of course, this assumes that the nails have a length that exceeds the total thickness of the mounted wall panel and the wood fibre member.
  • the web portion may comprise one or more of said sheet metal members. This or these sheet metal members may be elongated.
  • the building stud according to the invention good sound reduction is obtained because the web member of the web portion connecting the flange portions can be formed using thin steel. Homogeneous wooden studs have very poor noise reduction as they are compact and provide a good transmission path for the sound.
  • the material in the web member can be designed with the technical solutions that already today improve sound reduction in known steel studs. Examples of this are various forms of grooves or recesses that are often combined with slitted lines to make the steel more flexible, which effects sound reduction performance.
  • Another aspect of the invention relates to a wall structure comprising a building stud as described above.
  • Yet another aspect of the invention relates to a method of forming a wall structure comprising a plurality of elongated building studs, each comprising a first and a second flange portion and a web portion interconnecting the flange portions, each flange portion comprising a flat elongated wood fibre member, and wherein the flange portion comprises a first and a second rectilinear line of weakness, which lines of weakness are parallel.
  • the method comprises the steps of:
  • the problem with the space-demanding form is solved by the stud permitting storage and transport in the retracted storage position.
  • the flange portions In the storage position, the flange portions can be arranged in a common plane and the web portion, which in the storage position can be planar, can be arranged lying on the flange portions.
  • any length adjustment of the building stud prior to mounting can advantageously be carried out when the building stud is in the storage position.
  • the studs can thus easily be expanded by the installer at the time of installation.
  • the shape of the studs in the expanded position is determined by where the sheet metal member is attached to the wood fibre members and where the lines of weakness are positioned.
  • the stud’s profile in the expanded position can be H-shaped, U-shaped or Z-shaped, as desired and depending area of use.
  • Said sheet metal member may be elongated.
  • the web portion may comprise only one sheet metal member extending along the stud.
  • the web portion may comprise a plurality of sheet metal members arranged so that the first lines of weakness are aligned along a common first rectilinear line and the second lines of weakness are aligned along a common second rectilinear line, which second rectilinear line is parallel to the first rectilinear line.
  • Figure 1 shows an embodiment of a building stud according to the invention in a storage position.
  • Figure 2 shows the building stud of Figure 1 in a mounting position.
  • Figure 3 shows the building stud of Figure 2 mounted in a profiled plate.
  • Figures 4-6 show various configurations of building studs according to the invention.
  • Figures 7 and 8 show various embodiments of sheet metal members which can be included in a building stud according to the invention.
  • Figure 9 shows an embodiment of a building stud according to the invention in a storage position.
  • Figure 10 shows a further embodiment of a building stud according to the invention in a storage position.
  • FIG. 1 shows an embodiment of a building stud 10 according to the invention.
  • the stud 10 comprises a first flange portion 12, a second flange portion 14 and a web portion 16 interconnecting the flange portions 12, 14.
  • Each flange portion 12, 14 comprises a planar, elongated wood fibre member 18, which in the illustrated embodiment has a rectangular cross- section with a cross-sectional dimension of 15 mm by 40 mm.
  • the respective flange portions 12, 14 are formed of uniform boards of homogeneous wood, but the flange portions 12, 14 may be non-uniform and include or be made of other types of wood fibre members, for example, wood fibre members made of chipboard or wood fibre laminate.
  • the web portion 16 comprises an elongated sheet metal member 22 having a rectangular shape and a length corresponding to the length of wood fibre member 18, 20.
  • the width of the sheet metal member 22 is slightly less than the combined width of the wood fibre members 16, 18.
  • the sheet metal member 22 is formed from a steel sheet having a thickness of 0.5 mm.
  • the sheet metal member 22 has a first line of weakness 24 and a second line of weakness 26 which are rectilinear and parallel and along which sheet metal member 22 is foldable.
  • the sheet metal member 22 is plastically deformable along the lines of weakness 24, 26 to enable folding of the sheet metal member 22 along the same.
  • the lines of weakness 24, 26 are made up by discontinuous crease lines formed in the sheet metal member 22 along the lines of weakness 24, 26.
  • the lines of weakness 24, 26 may be formed in other ways, for example by through-going recesses or slits cut along the lines of weakness 24, 26.
  • the lines of weakness 24, 26 may be formed by partially cutting the material of the sheet metal member 22 along the lines of weakness, either continuously or discontinuously along the lines of weakness 24, 26.
  • the sheet metal member 22 comprises a first attachment portion 28 which abuts and is attached to the first flange portion 12, a second attachment portion 30 which abuts and is attached to the second flange portion 14, and a web member 32 which is disposed between the attachment portions 28, 30.
  • the first line of weakness 24 forms a boundary between the first attachment portion 28 and the web member 32
  • the second line of weakness 26 forms a boundary between the second attachment portion 30 and the web member 32.
  • the attachment portions 28, 30 are connected to their respective flange portions 12, 14 by nails 34 forming a nail joint.
  • the connection between the attachment portions 28, 30 and the flange portions 12, 14 may alternatively be a screw joint, a glue joint or a combination of a nail, screw or adhesive joint.
  • a groove (not shown) can be milled in the respective flange portion, into which groove the free edge of the attachment portion can be attached.
  • the free edge must be bent 90 degrees to be inserted into the groove.
  • Figure 1 shows the building stud 10 in a storage position.
  • the flange portions 12, 14 are arranged side by side in a common plane and the web portion 16, which in this position is planar, is arranged parallel to and on top of the flange portions 12, 14. This makes it easy to transport and store the building stud 10, since several studs can be stacked one on top of the other in a space-efficient manner.
  • the installer can arrange the building stud in a wall structure 1 1 , as illustrated in Figure 3, where the building stud 10 has been placed in a rail-shaped sill 36 for further attachment. Any length adjustment of the building stud 10 prior to mounting can advantageously be carried out when the building stud is in the storage position.
  • Figures 4-6 show schematically alternative embodiments of the attachment of the web portion to the flange portions and alternative locations of the lines of weakness.
  • the figures show the studs in cross-section and the positions of the lines of weakness are indicated by arrows. In the respective figure, the stud is shown in the storage position on the left and in the mounting position on the right.
  • the web portion 16a is fixed to the flange portions 12a, 14a in the same way as in the embodiment shown in Figures 1.3, i.e. the lines of weakness are located at the central portions of the flange portions 12a, 14a.
  • the stud 10a obtains a substantially I- or H-shaped profile.
  • the lines of weakness are offset closer to the edges of the flange portions 12b, 14b and as a result the stud 10b obtains, in the mounting position, a substantially U-shaped profile but with an asymmetrically positioned web member 32b.
  • FIG 6 shows a web portion 16c which is intended to be part of a building stud according to the embodiment of the invention described above with reference to Figures 1 and 2.
  • Web portion 16d comprises an elongated sheet metal member 22d having a rectangular shape and two parallel longitudinal edges 38. In the illustrated embodiment, the sheet metal member 22d has a width of about 120 mm.
  • the width of the sheet metal member 22d can be adjusted to the desired thickness of the building stud in the mounting position (considering the thickness of the flange portions).
  • the length of the sheet metal member 22d is adjusted to the desired length of the building stud in the storage position.
  • the sheet metal member 22d has a thickness of about 0.5 mm. However, it will be appreciated that the thickness of the sheet metal member 22d can be adjusted to the desired strength of the building stud in the mounting position. Typically, the thickness of the sheet metal member 22d may be within the range of 0.3-1.5 mm.
  • the sheet metal member 22d has a first line of weakness 24d and a second line of weakness 26d which are rectilinear and parallel, and along which the sheet metal member 22d is foldable to allow bringing the building stud from the storage position to the mounting position, as described above.
  • the lines of weakness 24d, 26d comprise rectilinear recesses or incisions 40 extending along each line of weakness 24d, 26d.
  • the incisions 40 are about 20 mm long and are spaced about 5 mm apart.
  • the sheet metal member 22d comprises a first attachment portion 28d intended to abut and attach to a first flange portion of the building stud, and a second attachment portion 30d intended to abut and attach to a second flange portion of the building stud as described above. Between them, the attachment portions 28d, 30d define web member 32d, which is intended to form a flange of the building stud in the mounting position.
  • the first line of weakness 24d forms a boundary between the first attachment portion 28d and the web member 32d
  • the second line of weakness 26d forms a boundary between the second attachment portion 30d and the web member 32d.
  • the lines of weakness 24d, 26d are arranged approximately 20 mm from the respective longitudinal edge 38.
  • the area of the attachment portions 28d, 30d can be adjusted by placing the lines of weakness 24d, 26d further away or closer to the longitudinal edges 38.
  • said area can be adapted to the type of joints used between the attachment portions 28d, 30d and the flange portions.
  • the sheet metal member 22d may comprise recesses 42 for pipe or cable penetrations.
  • the sheet metal member 22d may alternatively, or as a complement, comprise attenuation lines 44 for forming pipe or cable penetrations.
  • Figure 8 shows a web portion 16e which is intended to be included in a building stud according to a further embodiment of the invention.
  • the web portion 16e comprises a sheet metal member 22e which has a zigzag shape but otherwise has lines of weakness 24e, 26e having the same function as the lines of weakness described above, i.e. they divide the sheet metal member 22e into attachment portions 28e, 30e and an intermediate web member 32e, which attachment portions 28e, 30e are intended to abut and attach to flange portions to form the building stud, and which lines of weakness 24e, 26e form lines along which the sheet metal member can be folded to bringing the building stud from a retracted storage position to an expanded mounting position, equivalent to what has been described above.
  • the respective web portion comprises a sheet metal member extending along the stud.
  • the web portion may comprise a plurality of sheet metal members spaced apart along the stud, for example as shown in Figure 9.
  • Figure 9 shows an embodiment of a building stud 10f according to the invention.
  • the stud 10f comprises a first flange portion 12f and a second flange portion 14f and a web portion 16f connecting the flange portions 12f, 14f.
  • the web portion 16f comprises a plurality of sheet metal members 22f having lines of weakness 24f, 26f having the same function as the lines of weakness described above, i.e.
  • the sheet metal members 22f are thus arranged so that the lines of weakness 24f are aligned along a common first rectilinear line 46f. Similarly, the lines of weakness 26f are aligned along a common second rectilinear line 48f which is parallel to the first rectilinear line 46f.
  • the sheet metal members 22f are uniform and symmetrically arranged in the building stud 10f in the storage position.
  • the sheet metal members may be non-uniform and/or asymmetrically arranged as long as the lines of weakness of the sheet metal members are linearly aligned so as to form first and second lines of weakness in the web portion allowing the building stud to be brought from the retracted storage position to the expanded mounting position.
  • An example of a building stud 10g comprising a web portion 16g with alternatively formed and arranged sheet metal members 22g is shown in Figure 10, which sheet metal members 22g include lines of weakness 24g, 26g arranged along parallel rectilinear lines 46g, 48g.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Composite Materials (AREA)
  • Chemical & Material Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Thermal Sciences (AREA)
  • Load-Bearing And Curtain Walls (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

La présente invention concerne un montant (10) de construction permettant de former une ossature pour monter des panneaux muraux, comprenant une première partie (12) de rebord et une seconde partie (14) de rebord et une partie âme (16) interconnectant les parties de rebord. Les parties de rebord comprennent un élément (18, 20) de fibre de bois allongé plan, et la partie âme comprend un élément (22) en tôle comprenant une première (24) et une seconde (26) ligne de faiblesse rectiligne, lesquelles lignes de faiblesse sont parallèles et le long desquelles l'élément en tôle est pliable pour permettre le pliage du montant de construction d'une position de rangement rétractée à une position de montage déployée.
PCT/SE2020/050174 2019-02-18 2020-02-17 Montant de construction, structure de paroi comprenant un tel montant de construction et procédé de formation d'une structure de paroi Ceased WO2020171756A1 (fr)

Priority Applications (10)

Application Number Priority Date Filing Date Title
CA3127558A CA3127558A1 (fr) 2019-02-18 2020-02-17 Montant de construction, structure de paroi comprenant un tel montant de construction et procede de formation d'une structure de paroi
US17/424,507 US11814844B2 (en) 2019-02-18 2020-02-17 Building stud, wall structure comprising such a building stud and a method for forming a wall structure
NZ778580A NZ778580B2 (en) 2020-02-17 Building stud, wall structure comprising such a building stud and a method for forming a wall structure
ES20758621T ES3009886T3 (en) 2019-02-18 2020-02-17 Building stud, wall structure comprising such a building stud and a method for forming a wall structure
BR112021015991-6A BR112021015991B1 (pt) 2019-02-18 2020-02-17 Viga de construção, estrutura de parede e método para fornecer uma estrutura de parede
EP20758621.5A EP3927907B1 (fr) 2019-02-18 2020-02-17 Montant de construction, structure de paroi comprenant un tel montant de construction et procédé de formation d'une structure de paroi
AU2020224564A AU2020224564B2 (en) 2019-02-18 2020-02-17 Building stud, wall structure comprising such a building stud and a method for forming a wall structure
JP2021548226A JP7504111B2 (ja) 2019-02-18 2020-02-17 建物間柱、このような建物間柱を備える壁構造体、及び壁構造体を形成するための方法
PL20758621.5T PL3927907T3 (pl) 2019-02-18 2020-02-17 Słup budowlany, konstrukcja ściany zawierająca taki słup budowlany oraz sposób formowania konstrukcji ściany
CN202080015051.5A CN113646493B (zh) 2019-02-18 2020-02-17 建筑壁骨、包括它的墙壁结构和设置墙壁结构的方法

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
SE1930064-9 2019-02-18
SE1930064 2019-02-18
SE1930096A SE543391C2 (sv) 2019-02-18 2019-03-26 Byggregel, väggkonstruktion innefattande en sådan byggregel samt förfarande för att bilda en väggkonstruktion
SE1930096-1 2019-03-26

Publications (1)

Publication Number Publication Date
WO2020171756A1 true WO2020171756A1 (fr) 2020-08-27

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PCT/SE2020/050174 Ceased WO2020171756A1 (fr) 2019-02-18 2020-02-17 Montant de construction, structure de paroi comprenant un tel montant de construction et procédé de formation d'une structure de paroi

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WO (1) WO2020171756A1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SE2230047A1 (en) * 2022-02-18 2023-08-19 Atricon Ab Building stud and related method
SE2230090A1 (en) * 2022-03-25 2023-09-26 Atricon Ab Building Stud

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EP1837451A2 (fr) * 2006-03-23 2007-09-26 Gang-Nail Systems Limited Poutrelles

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US4862667A (en) * 1987-09-18 1989-09-05 Melland Robert C Metal structural fastener/stiffener with integral prongs
US20020157329A1 (en) * 1998-12-11 2002-10-31 Clarke Berdan Resilient construction member and retrofit system using same
US6254306B1 (en) * 1999-06-29 2001-07-03 Troy D. Williams Skewable connector for metal trusses
US20040093822A1 (en) * 2002-08-05 2004-05-20 Anderson Jeffrey A. Metal framing member and method of manufacture
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EP1837451A2 (fr) * 2006-03-23 2007-09-26 Gang-Nail Systems Limited Poutrelles

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SE2230047A1 (en) * 2022-02-18 2023-08-19 Atricon Ab Building stud and related method
WO2023158353A1 (fr) * 2022-02-18 2023-08-24 Atricon Ab Montant de construction pliable d'une position de stockage rétractée à une position de montage étendue, et procédé associé
SE545883C2 (en) * 2022-02-18 2024-03-05 Atricon Ab Building stud comprising flange members and an interconnecting web member and related method
SE2230090A1 (en) * 2022-03-25 2023-09-26 Atricon Ab Building Stud
WO2023182919A1 (fr) * 2022-03-25 2023-09-28 Atricon Ab Goujon de construction et structure d'ossature
SE546165C2 (en) * 2022-03-25 2024-06-18 Atricon Ab Building stud for forming a framework and a framework structure comprising such a building stud

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