EP1953300A2 - Agencement pour assemblage d'éléments de construction à base de bois - Google Patents

Agencement pour assemblage d'éléments de construction à base de bois Download PDF

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Publication number
EP1953300A2
EP1953300A2 EP08150316A EP08150316A EP1953300A2 EP 1953300 A2 EP1953300 A2 EP 1953300A2 EP 08150316 A EP08150316 A EP 08150316A EP 08150316 A EP08150316 A EP 08150316A EP 1953300 A2 EP1953300 A2 EP 1953300A2
Authority
EP
European Patent Office
Prior art keywords
wall
bracket
arrangement according
construction element
floor construction
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
EP08150316A
Other languages
German (de)
English (en)
Other versions
EP1953300B1 (fr
EP1953300A3 (fr
Inventor
Tommy Persson
Jonas Pettersson
Göran ERIKSSON
Johan ÖHMAN
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.)
MASONITE BEAMS AB
Original Assignee
Swelite AB
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 Swelite AB filed Critical Swelite AB
Publication of EP1953300A2 publication Critical patent/EP1953300A2/fr
Publication of EP1953300A3 publication Critical patent/EP1953300A3/fr
Application granted granted Critical
Publication of EP1953300B1 publication Critical patent/EP1953300B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • 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
    • E04B1/10—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of wood
    • 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
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
    • E04B2/701—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function

Definitions

  • the present invention concerns an arrangement for joining wood-based construction elements according to the introduction of claim 1.
  • the manufacture of houses and other types of building takes place evermore often with the aid of construction elements, for several reasons. Not only is it possible for the assembly of the house to take place with fewer persons involved at the building site, but also is the manufacture of the construction elements carried out in a controlled environment, such as that in a factory.
  • the construction elements comprise modules that are put together, forming in this manner a building.
  • the module may be fully complete, with its outer surface coated with a weather-resistant surface layer, the inner surface wallpapered, and the interior of the module provided with insulation and conduits installed for, for example, the electrical installations.
  • the module may be one complete wall, a wall with at least one of windows and doors, and floor structure modules.
  • One aim of the present invention is to offer an arrangement for the assembly of wood-based floor construction elements that gives an exact fitting of the elements to each other.
  • a second aim is to offer an arrangement for the fitting of the construction elements against each other that gives at the same time locking in both the vertical direction and the horizontal direction during the joining process.
  • Figure 1 shows, according to a preferred embodiment, a construction element 1 in the form of a wall element 1A, 1A.1 or a floor construction element 1B, manufactured from wooden material.
  • the construction element 1 which for reasons of clarity will be described as standing in a vertical direction when it is a wall element 1A and laying in a horizontal direction when it is a floor construction element 1B, comprises a structural body having supporting battens of elongated I-beams 2, one of which is shown in more detail in Figure 2 . It is an advantage if the webs 3 of the I-beams 2 are manufactured from wood-fibre sheet. The two edges of the web 3 are attached at the sides to a pressure flange 4 and a tensile flange 5 manufactured from wood.
  • the beams 2 are arranged essentially parallel to each other and at a certain separation, with their tensile flanges 5 attached to a first surface covering 6, for example a building sheet, adapted for an outdoor environment and advantageously provided with facade material such as panels or similar. It is appropriate that the separation between the beams 2 be adapted for insulation material of standard dimensions.
  • the beams can be arranged with a greater or lesser distance between them, depending on the load that it is intended that the construction element 1 is to carry, and depending on whether the construction element 1 is to be insulated or not. It is an advantage that nogging pieces be arranged between the I-beams 2. It is an advantage if also a transverse I-beam be arranged at the end pieces 8a, 8b of the I-beams.
  • a plate 9 in the form of a lamellar board is attached to the pressure flanges 4 of the beams 2, which plate comprises a core 10 with fibres that are parallel to the longitudinal direction of the I-beams, and which core is covered by a surface layer 11 on at least the side that faces the I-beams 2.
  • the core 10 comprise planks 12 that are arranged with their long sides next to each other and parallel with the I-beams 2.
  • the size of the plate 9 depends on the load to which the wall element 1A will be subject when the building has been built.
  • the pressure flange side 4 of the beams 2 is only partially covered by the plate 9, since the load on the wall element 1A will be significantly lower than it will be in a multi-storey building.
  • the pressure flange side 4 is thus covered by the plate 9 solely on that part that is adjacent to the ceiling, when viewed in a vertical direction. That part of the pressure flange side 4 of the I-beams 2 that is not covered by the plate 9 is, instead, arranged with a traditional type of building board.
  • the arrangement of the sheet in this manner can be compared with a traditional truss beam. If the wall element 1A is to be used in a building with a heavy vertical load, such as a multi-storey building or an industrial building, then the pressure flange side 4 of the wall element 1A is fully covered by the plate 9.
  • one of the flanges of the beam may be provided with a means of absorbing tensile forces in the form of carbon fibre or steel tape.
  • the end parts of the I-beams 2 are covered by a plate 9 at the end walls 13 of the floor construction element 1 B.
  • the pressure flange side 4 is arranged with a traditional floor plate. If, however, the span is large and calculations have shown that the downwards curvature and the vibration properties require a stiffer design, then the complete pressure flange side is arranged with a plate 9 in the form of a lamellar board or LVL plate.
  • FIG. 5 An arrangement is arranged at each end wall 13 in the form or a hook or bracket 14.
  • the bracket 14 demonstrates a principal surface 15 having a width, and it demonstrates flange surfaces 16a, 16b at the edges of its two end pieces, which flange surfaces are angled perpendicularly away from the principal surface 15, one 16a of the flange surfaces being angled in one direction and the other 16b of the flange surfaces being angled in the other direction.
  • the bracket 14 is screwed, or attached by another suitable method, to the floor construction element 1 B with its principal surface 15 essentially parallel to the end wall 13 of the floor construction element.
  • One 16a of the flange surfaces is positioned such that it is directed in towards the floor construction element 1 B in contact with the end plate 9 of the element, whereby the other 16b flange surface protrudes from the end 13 at the same level as, or somewhat under, the edge 18 of the plate 9.
  • the free end of the second 16b flange surface demonstrates an end piece 19 essentially parallel with the principal surface 15 forming an inverted "U" with the principal surface 15.
  • the plate 9 and the I-beams 2 of the wall element 1A are arranged, according to Figures 6-8 , such that one end part 20 of the plate 9 is located a distance inside one of the ends 8a of the I-beams 2, and the other end part 21 of the plate 9 is located a distance outside of the other of the ends 8b of the I-beams 2.
  • a joint is formed with the form of a tongue-and-groove joint 22 with a groove 23 and a tongue 24, where the groove 23 is formed between the plate of the floor construction element 1 B and the plate of one of the wall elements 1A, and the tongue 24 is constituted by the plate 9 of the other wall element 1A.1.
  • the end parts 20, 21 of the plate 9 in another embodiment that is shown in Figure 7A are at a level with the transverse I-beam that is arranged at the ends 8a, 8b of the longitudinal I-beams, i.e. when the wall elements are stacked vertically on each other, one on top of the other, then the elements will make contact at their ends without a tongue-and-groove joint being formed.
  • the plate 9 of the wall element 1A is, according to Figure 3 , provided with a notch 25 that is present at the edge 18 of the plate 9 that is directed towards the ceiling, when seen in the vertical direction.
  • a sound-absorbing and vibration-absorbing material 17 is placed into the notch, which material covers all surfaces of the notch as seen in Figure 4 .
  • the material comprises in another embodiment of the invention a tape that is arranged in the notch 25. Corner pieces of the same material may be placed at the corners of the notch 25 if the design requires this.
  • the notch 25 has been given an extent that corresponds to, or is somewhat greater than, the width of the bracket 14 of the floor construction element 1 B. When the floor construction element 1B is to be installed, the bracket 14 is positioned at the position of the notch 25 in the plate 9.
  • the inverted "U” form of the bracket is subsequently placed in contact with the sound-absorbing and vibration-absorbing material 17 in the notch 25.
  • the extent of the notch 25 ensures that the bracket 14 is in contact with the notch and the material 17 at three of its edges, and thus prevents motion of the floor construction element 1 B in the horizontal direction.
  • the deployment of the next level of wall elements begins, if the building is of multi-storey type.
  • Each wall element is lifted up and positioned such that it is in contact with a previously placed wall element, after which the elements are lowered.
  • the end part 21 is placed at the edge 19 of that part of the lamellar board 9 that is located outside of the ends 8b of the I-beam 2, making contact with the part of the existing wall element 1A.1 that comprises the notch with the bracket 14 of the floor construction element. Also the vertical motion of the floor construction element is thus locked in this manner.
  • component parts of the coupling arrangements described above are manufactured from at least one of high-strength steel and stainless steel. It should, however, be realised that other types of material, such as composite materials, can be used.
  • construction element described above may be of a different design, for example, one using supporting battens of solid wood.
  • a further type of construction element comprises elements of solid wood, i.e. construction elements manufactured from, for example, glulam beams that are joined together to form a construction element.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Load-Bearing And Curtain Walls (AREA)
EP08150316.1A 2007-01-26 2008-01-16 Agencement pour assemblage d'éléments de construction à base de bois Active EP1953300B1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SE0700202A SE532066C2 (sv) 2007-01-26 2007-01-26 Anordning för sammanfogning av träbaserade byggelement

Publications (3)

Publication Number Publication Date
EP1953300A2 true EP1953300A2 (fr) 2008-08-06
EP1953300A3 EP1953300A3 (fr) 2014-07-09
EP1953300B1 EP1953300B1 (fr) 2016-04-13

Family

ID=39311023

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08150316.1A Active EP1953300B1 (fr) 2007-01-26 2008-01-16 Agencement pour assemblage d'éléments de construction à base de bois

Country Status (2)

Country Link
EP (1) EP1953300B1 (fr)
SE (1) SE532066C2 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SE546234C2 (sv) 2019-04-08 2024-07-23 Masonite Beams Ab Vibrationsdämpande byggnadskonstruktion vid bjälklag

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SE515784C2 (sv) 2000-02-23 2001-10-08 Martinsons Trae Ab Förband mellan två av massivträ bestående byggnadselement

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FI904426A (fi) * 1990-09-07 1992-03-08 Naesin Asennus Oy Fogsystem till element.
DE19702860C1 (de) * 1997-01-27 1998-08-13 Helmut Resle Holzhaus oder ein Teil davon
GB9916839D0 (en) * 1999-07-20 1999-09-22 Marlow & Company Limited Metal hanger for use in the building industry
US20020100235A1 (en) * 2001-02-01 2002-08-01 Arvin Weiss Systems, methods, and articles of manufacture for use in panelized construction

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SE515784C2 (sv) 2000-02-23 2001-10-08 Martinsons Trae Ab Förband mellan två av massivträ bestående byggnadselement

Also Published As

Publication number Publication date
SE0700202L (sv) 2008-07-27
EP1953300B1 (fr) 2016-04-13
SE532066C2 (sv) 2009-10-13
EP1953300A3 (fr) 2014-07-09

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