EP2126237B1 - Elements de construction constitues de tole bac acier fine - Google Patents

Elements de construction constitues de tole bac acier fine Download PDF

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Publication number
EP2126237B1
EP2126237B1 EP08712707.2A EP08712707A EP2126237B1 EP 2126237 B1 EP2126237 B1 EP 2126237B1 EP 08712707 A EP08712707 A EP 08712707A EP 2126237 B1 EP2126237 B1 EP 2126237B1
Authority
EP
European Patent Office
Prior art keywords
building elements
plates
alternatively
connectors
joists
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.)
Not-in-force
Application number
EP08712707.2A
Other languages
German (de)
English (en)
Other versions
EP2126237A4 (fr
EP2126237A1 (fr
Inventor
Benny Fransson
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
Application filed by Individual filed Critical Individual
Priority to PL08712707T priority Critical patent/PL2126237T3/pl
Publication of EP2126237A1 publication Critical patent/EP2126237A1/fr
Publication of EP2126237A4 publication Critical patent/EP2126237A4/fr
Application granted granted Critical
Publication of EP2126237B1 publication Critical patent/EP2126237B1/fr
Not-in-force legal-status Critical Current
Anticipated expiration legal-status Critical

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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
    • E04C3/292—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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/10—Load-carrying floor structures formed substantially of prefabricated units with metal beams or girders, e.g. with steel lattice girders
    • 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
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
    • E04C2/3405—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts spaced apart by profiled spacer sheets
    • 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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E04C3/07—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web at least partly of bent or otherwise deformed strip- or sheet-like material
    • 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
    • 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
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
    • E04C2/3405—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts spaced apart by profiled spacer sheets
    • E04C2002/3444—Corrugated sheets
    • E04C2002/3455—Corrugated sheets with trapezoidal corrugations

Definitions

  • Sheet formed building elements used in framings of joists/walls carry loads in most cases just in one main direction.
  • framings of joists/walls carry loads in two major directions.
  • Each building element (A) consists of trapezoid thin sheet here called profile plate (1) completed by wooden bars (2), see figure 1a .
  • the wooden bars (2) may be replaced by some other corresponding material.
  • connectors (D) are called connectors (D).
  • the main object of the connectors (D) is partly to connect layer material (3) (alternatively bars (4), alternatively boards (5) or combinations of these, see figure 5d ) with the profile plates (1) to form frames such that load support is achieved at loads perpendicular to the main direction of the profile plates, and partly to strengthen the profile plates (1) in their stiff direction.
  • layer material (3) alternatively bars (4), alternatively boards (5) or combinations of these, see figure 5d
  • the connectors (D) consist of metal bars (2') respectively metal plates (2") in the place of wooden bars (2).
  • the connectors (D) are joined to the trapezoid corrugated thin sheet (1) at the outer side (10) of its flanges and coinciding with its entire length.
  • the objects of the building elements (A) are to form a support for fastening of layer material (3) according to figure 5b , alternatively bars (4) according to figure 5c , alternatively boards (5) according to figure 5a or in combination of these (3, 4, 5) e g according to figure 5d to form a frame for taking up loads perpendicular to the longitudinal direction of the profile plates (1), see figures 4a, 4b, 4c , at the same time as loads are taken up in the longitudinal direction of the profile plates (1) strengthened by the connectors (D).
  • a four side support of framings of joists/walls with two main directions as mentioned above make spans compared to corresponding single-spanned framings of joists/walls may be increased at the same load. Thus the competitive ability may be improved.
  • the dimensions of the connectors (D), the layer materials (3) alternatively the bars (4), alternatively the boards (5) and the profile plates (1) are adapted to each other such that the load support in the two main directions will be as optimal as possible in view of the load of the framings of joists/walls and the spans in the two main directions.
  • the profile plates (1) are either existing thin sheet profiles at the market or specially manufactured trapezoid corrugated thin profiles especially adapted to the purpose.
  • the connectors (D) also increase the design height in both main directions which contributes to increased load support. If the connection of the building elements (A) and layer materials (3) (alternatively bars (4) alternatively boards (5) is performed at the building place when forming the framings of joists, the building elements (A) should be supported in the mounting in order to further increase cooperation and load support.
  • the connectors (D) are joined to the profile plates (1) by aid of glue and/or screws, alternatively nails, alternatively rivets, alternatively welding.
  • the layer materials (3), alternatively bars (4), alternatively boards (5) are joined in turn with the outer sides (11) of the building elements (A) by glue and/or screws, alternatively nails, alternatively rivets, alternatively welding.
  • the length of the building element (A) in the longitudinal direction of the profile plates is adapted to the size of the room alternatively the height of the apartment or to the distance between the supports in this direction.
  • the joining (B) of the longitudinal joints of the profile plates is in principle performed in the same way as when laying a roof exclusively with theses profile plates (1) but tensile- pressure- and shear forces shall be transferred to load support perpendicular to the longitudinal direction of the profile plates (1).
  • the building elements (A) next to the supports see figures 4a-c , are adapted to these supports.
  • the central portions (C) of the profile plates next to supports have here been shown as drawn with load from above according to figures.
  • Figure 3 shows several connected (B) building elements (A) for the span equal to n x a.
  • Framings of joists/walls formed from the building elements (A) have hole cambers (6), see figures 4a-c , which when needed are used for installation of e g sewage tubes, water tubes or electrical lines. Some of these installations are advantageously placed in the building elements when these are manufactured whilst other installation details are mounted at the building place.
  • the hole chambers (6) are also utilized for filling in order to improve sound insulation, fire insulation and heat insulation.
  • the building elements (A) are easily transported and may be put in piles according to figure 6 , which means, that great amounts (large area) of building elements may be transported and stored.

Claims (6)

  1. Éléments de construction (A) pour former la charpente de solives ou de murs constitués de fines tôles d'acier ondulées trapézoïdales (1) connectables par des connecteurs (D) placés sur le côté extérieur (10) des ailes des tôles profilées (1) et présentant des longueurs totales correspondantes, caractérisés en ce que lesdits éléments de construction (A) sont pourvus de connecteurs (D) joints au niveau du côté orienté vers l'extérieur (10) des ailes des fines tôles d'acier ondulées trapézoïdales (1), dans lesquels lesdits connecteurs (D) sont constitués de barres de bois (2), alternativement de barres de métal (2') alternativement de plaques de métal (2") ou de tous autres moyens analogues, lesdits connecteurs (D) étant joints aux fines tôles d'acier ondulées trapézoïdales (1) en utilisant de la colle et/ou des vis, alternativement des clous, alternativement des rivets, alternativement un soudage, dans lesquels lesdits éléments de construction (A) peuvent être joints au niveau de leurs côtés extérieurs (11) à travers lesdits connecteurs (D) avec des matériaux en couches (3), alternativement des barres (4), alternativement des planches (5) ou une combinaison de ceux-ci (3, 4, 5) pour former des cadres perpendiculaires à la direction longitudinale des tôles profilées (1) afin de supporter des charges dans la direction longitudinale renforcée par les connecteurs (D) qui se produisent à la mise en charge de la charpente de solives ou de murs conçue selon la manière décrite ci-dessus lorsque ceux-ci sont supportés à leur quatre côtés.
  2. Éléments de construction (A) selon la revendication 1, caractérisés en ce que lesdits connecteurs (D) placés et connectés sur les côtés extérieurs (10) des tôles d'acier ondulées trapézoïdales (1) apportent une hauteur de conception accrue, une résistance à la flexion accrue et une rigidité au pliage accrue lors de la construction de charpentes de solives et de murs dans les deux directions de support principales, comme cela est mentionné dans la revendication 1.
  3. Éléments de construction (A) selon la revendication 1 ou 2, caractérisés en ce qu'ils sont joignables de façon longitudinale en principe de la même manière qu'en cas de pose exclusivement de tôles d'acier ondulées trapézoïdales (1) dans le but de transférer des forces de pression, de traction et de cisaillement.
  4. Éléments de construction (A) selon les revendications 1 à 3, caractérisés en ce que leurs fines tôles d'acier ondulées trapézoïdales (1) sont constituées de profils de tôle ou de profils de tôles ondulées trapézoïdales déjà existants (1) fabriqués spécialement à cette fin.
  5. Éléments de construction (A) selon les revendications 1 à 4, caractérisés en ce que charpentes de solives/murs formées à partir desdits éléments de construction (A) présentent des chambres perforées (6) qui, lorsque cela s'avère nécessaire, peuvent être utilisées pour des câbles et/ou un rembourrage pour améliorer l'isolation acoustique, l'isolation ignifuge et l'isolation thermique dans la charpente de solives/murs terminée.
  6. Éléments de construction (A) selon les revendications 1 à 5, caractérisés en ce que lesdits éléments de construction (A), lorsque cela s'avère nécessaire, sont agencés mutuellement en une pile pendant le transport et le stockage.
EP08712707.2A 2007-02-19 2008-02-12 Elements de construction constitues de tole bac acier fine Not-in-force EP2126237B1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL08712707T PL2126237T3 (pl) 2007-02-19 2008-02-12 Elementy budowlane wykonane z trapezoidalnych, falistych, cienkich płyt arkuszy

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
SE0700400A SE0700400L (sv) 2007-02-19 2007-02-19 Byggelement
PCT/SE2008/000112 WO2008103099A1 (fr) 2007-02-19 2008-02-12 Composants structuraux

Publications (3)

Publication Number Publication Date
EP2126237A1 EP2126237A1 (fr) 2009-12-02
EP2126237A4 EP2126237A4 (fr) 2014-03-05
EP2126237B1 true EP2126237B1 (fr) 2017-05-03

Family

ID=39710299

Family Applications (1)

Application Number Title Priority Date Filing Date
EP08712707.2A Not-in-force EP2126237B1 (fr) 2007-02-19 2008-02-12 Elements de construction constitues de tole bac acier fine

Country Status (5)

Country Link
US (1) US20100126089A1 (fr)
EP (1) EP2126237B1 (fr)
PL (1) PL2126237T3 (fr)
SE (1) SE0700400L (fr)
WO (1) WO2008103099A1 (fr)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9021759B2 (en) * 2012-06-13 2015-05-05 Usg Interiors, Llc Serpentine insert for open web grid
FI20126242A (fi) * 2012-11-26 2014-05-27 Termo Panels Oy Rakennuselementti ja menetelmä elementin valmistamiseksi
US20170073969A1 (en) * 2015-09-16 2017-03-16 Ryan Kriston Systems and methods for bearing a load
GB2582832C (en) * 2019-04-29 2021-07-07 Wavebeam Ltd Support Member

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US2444133A (en) * 1943-05-11 1948-06-29 Mid West Wood Products Company Building unit of generally right triangular form
GB738287A (en) * 1952-11-05 1955-10-12 Trofdek Ltd Improvements in or relating to building units or components
FR1224162A (fr) * 1958-01-28 1960-06-22 Trofdek Ltd Perfectionnements à des ensembles ou pièces constitutives pour la construction d'édifices
FR2055971A5 (fr) * 1969-08-12 1971-05-14 Entrepose
US4125977A (en) * 1976-10-19 1978-11-21 H. H. Robertson Company Internally composite cellular section and composite slab assembled therefrom
US4346544A (en) * 1978-10-11 1982-08-31 Larssen Jens Frederik Lightweight building elements with high carrying capacity
FI76860C (fi) * 1986-07-04 1988-12-12 Markku Karhumaeki Fastsaettningsprofil eller balk.
DE3723527A1 (de) * 1987-07-16 1989-01-26 Wilhelm Patt Trapezblech-holz-verbundelement fuer den hochbau
EP1074670A2 (fr) * 1999-07-30 2001-02-07 Günther Jelonnek Construction de bâtiments
US6385931B1 (en) * 2000-04-11 2002-05-14 Keith B. Risser Fire retardant deck waterproof system
US7818922B2 (en) * 2005-04-01 2010-10-26 Billy Ellis Thermal insulation for a building

Also Published As

Publication number Publication date
PL2126237T3 (pl) 2017-10-31
US20100126089A1 (en) 2010-05-27
SE0700400L (sv) 2008-08-20
EP2126237A4 (fr) 2014-03-05
WO2008103099A1 (fr) 2008-08-28
EP2126237A1 (fr) 2009-12-02

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