US20100126089A1 - Structural components - Google Patents

Structural components Download PDF

Info

Publication number
US20100126089A1
US20100126089A1 US12/526,517 US52651708A US2010126089A1 US 20100126089 A1 US20100126089 A1 US 20100126089A1 US 52651708 A US52651708 A US 52651708A US 2010126089 A1 US2010126089 A1 US 2010126089A1
Authority
US
United States
Prior art keywords
bars
connectors
structural component
profile
component according
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.)
Abandoned
Application number
US12/526,517
Other languages
English (en)
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
Publication of US20100126089A1 publication Critical patent/US20100126089A1/en
Abandoned legal-status Critical Current

Links

Images

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.
  • building element (A) for forming of framing of joists or walls.
  • Each building element (A) consists of trapezoid thin sheet here called profile plate ( 1 ) completed by wooden bars ( 2 ), see FIG. 1 a .
  • the wooden bars ( 2 ) may be replaced by some other corresponding material.
  • the wooden bars ( 2 ) or when these are replaced for the purpose by some other corresponding material, 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 FIG. 5 d ) 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.
  • 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 other 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 FIG. 5 b , alternatively bars ( 4 ) according to FIG. 5 c , alternatively boards ( 5 ) according to FIG. 5 a or in combination of these ( 3 , 4 , 5 ) e g according to FIG. 5 d to form a frame for taking up loads perpendicular to the longitudinal direction of the profile plates ( 1 ), see FIGS.
  • 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 FIGS. 4 a - 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.
  • FIG. 3 shows several connected (B) building elements (A) for the span equal to n ⁇ a.
  • 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 FIG. 6 , which means, that great amounts (large area) of building elements may be transported and stored.
  • FIG. 1 a is a diagrammatic representation of FIG. 1 a
  • building elements (A) consisting of trapezoid corrugated profile plate ( 1 ) and wooden bars ( 2 ) joined with the profile plate ( 1 ) placed at the outside ( 10 ) of the flanges and coinciding with complete longitudinal direction,
  • FIG. 1 a shows the principle for the design of the present invention, building elements (A), but here the wooden bars ( 2 ) according to FIG. 1 a are replaced by another material, in this case metal bars ( 2 ′) with the same function as that of the wooden bars ( 2 ),
  • FIG. 1 a shows the principle for the design of the present invention, building element (A), but here the wooden bars ( 2 ) according to FIG. 1 a are replaced by another material, in this case metal plates ( 2 ′′),
  • FIG. 1 a shows the principle for the design of the present invention, building element (A), but here the wooden bars ( 2 ) according to FIG. 1 a are kept in the lower part, but have been replaced in the upper portion by another material, in this case metal plates ( 2 ′′),
  • connection (B) in the longitudinal direction of the profile plates ( 1 ) is carried out in principle in the same way as when covering a roof exclusively with profile plates ( 1 ),
  • FIG. 2 a shows the connection (B) of two building elements (A) according to the principle shown in FIG. 2 a
  • FIG. 1 shows the principle for building of framing of joists when loaded from above or walls at horizontal load where the joined (B) building elements (A) are connected to boards ( 5 ) alternatively bars ( 4 ) alternatively layers ( 3 ) to form frames for loads perpendicular to the longitudinal direction of the profile plates ( 1 ) and where the central portions (C) of the outer central plates next to the support is shown as drawn when loaded from above according to the figure,
  • FIG. 4 a shows in the same way as FIG. 4 a the design of framing of joists or walls, but here the wooden bars ( 2 ) have been replaced by metal bars ( 2 ′) and the boards ( 5 ) by layers ( 3 ),
  • FIG. 4 a shows in the same way as FIG. 4 a the design of framing of joists or walls, but here the wooden bars ( 2 ) have been replaced by metal plates ( 2 ′′) and the boards ( 5 ) are replaced by layers ( 3 ) which may as well be metal plates,
  • FIG. 5 shows as an example how boards ( 5 ) are fastened to the upper and lower sides (outer sides) of the connected (B) building elements (A) in order to form frames perpendicular to the longitudinal direction of the profile plates ( 1 ),
  • FIG. 3 shows as an example how layers ( 3 ) from wood or metal or other material are fastened to the upper and lower sides (outer sides) of the connected (B) building elements (A) in order to form frames perpendicular to the longitudinal direction of the profile plates ( 1 ),
  • FIG. 4 shows as an example how wooden bars ( 4 ) are fastened to the upper and lower sides (outer sides) of the connected (B) building elements (A) in order to form frames perpendicular to the longitudinal direction of the profile plates ( 1 ),
  • FIG. 1 shows as an example how boards ( 5 ) are fastened to the upper side and wooden bars ( 4 ) are fastened to the lower side of the connected (B) building elements (A) in order to form frames perpendicular to the longitudinal direction of the profile plates ( 1 ),
  • FIG. 1 shows as an example how layers ( 3 ) are fastened to the upper side and wooden bars ( 4 ) are fastened to the lower side of the connected (B) building elements (A) in order to form frames perpendicular to the longitudinal direction of the profile plates ( 1 ),
  • FIG. 4 shows how building elements ( 4 ) have been put in each other to form a pile to make transport and storing efficient.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Composite Materials (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Panels For Use In Building Construction (AREA)
  • Floor Finish (AREA)
US12/526,517 2007-02-19 2008-02-12 Structural components Abandoned US20100126089A1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
SE0700400-5 2007-02-19
SE0700400A SE0700400L (sv) 2007-02-19 2007-02-19 Byggelement
PCT/SE2008/000112 WO2008103099A1 (fr) 2007-02-19 2008-02-12 Composants structuraux

Publications (1)

Publication Number Publication Date
US20100126089A1 true US20100126089A1 (en) 2010-05-27

Family

ID=39710299

Family Applications (1)

Application Number Title Priority Date Filing Date
US12/526,517 Abandoned US20100126089A1 (en) 2007-02-19 2008-02-12 Structural components

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)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20130333317A1 (en) * 2012-06-13 2013-12-19 Usg Interiors, Llc Serpentine insert for open web grid
US20170073960A1 (en) * 2015-09-16 2017-03-16 Rhino Steel Corporation Systems and methods for bearing a load
US20220195729A1 (en) * 2019-04-29 2022-06-23 Wavebeam Limited Support member

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FI20126242A (fi) * 2012-11-26 2014-05-27 Termo Panels Oy Rakennuselementti ja menetelmä elementin valmistamiseksi

Citations (7)

* 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
US3759006A (en) * 1969-08-12 1973-09-18 Entrepose Metallic framework and floor resulting therefrom
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
US5024039A (en) * 1986-07-04 1991-06-18 Karhumaeki Markku Engagement profile or beam
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

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
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

Patent Citations (7)

* 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
US3759006A (en) * 1969-08-12 1973-09-18 Entrepose Metallic framework and floor resulting therefrom
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
US5024039A (en) * 1986-07-04 1991-06-18 Karhumaeki Markku Engagement profile or beam
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

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20130333317A1 (en) * 2012-06-13 2013-12-19 Usg Interiors, Llc Serpentine insert for open web grid
US9021759B2 (en) * 2012-06-13 2015-05-05 Usg Interiors, Llc Serpentine insert for open web grid
US20170073960A1 (en) * 2015-09-16 2017-03-16 Rhino Steel Corporation Systems and methods for bearing a load
US20220195729A1 (en) * 2019-04-29 2022-06-23 Wavebeam Limited Support member

Also Published As

Publication number Publication date
EP2126237B1 (fr) 2017-05-03
EP2126237A1 (fr) 2009-12-02
WO2008103099A1 (fr) 2008-08-28
PL2126237T3 (pl) 2017-10-31
EP2126237A4 (fr) 2014-03-05
SE0700400L (sv) 2008-08-20

Similar Documents

Publication Publication Date Title
CA2692597C (fr) Panneaux structurels isoles dotes d'une ame en mousse rigide et sans pont thermique
US20170254087A1 (en) Self supportive panel system
US6205729B1 (en) Asymmetric structural insulated panel
AU2009235956B2 (en) Structural building components and method of constructing same
US20090235598A1 (en) Structural insulated roof panels with rigid foam core
TW201002918A (en) Module with moment frame and composite panels for a building structure
BR112016017131B1 (pt) Estrutura de aço de peso leve tridimensional formada por vigas duplas contínuas de duas vias
US20140338282A1 (en) Modular joist brace bracket
RU2656260C2 (ru) Способ строительства здания с улучшенной теплоизоляцией и здание, построенное при помощи этого способа
US20100126089A1 (en) Structural components
US20090120028A1 (en) Insulating panel and method for building and insulating walls and ceilings
US10240334B2 (en) Z-arch building system
US20120124927A1 (en) Foam injected wall panel
JP2015209725A (ja) 木製トラス梁ユニット、及びその設置工法
US20190177975A1 (en) Structural element
EP0675990B1 (fr) Elément de construction, notamment pour construction de toit, et procédé de fabrication d'un tel élément
CN210737835U (zh) 木结构防火保温墙连接节点
JP5528127B2 (ja) 建築構造材および門型フレーム、建物の施工方法
CA2596989A1 (fr) Panneau structural et construction modulaire ainsi realisee
FI94544B (fi) Lämpöä eristävä tasorakenne
TWI619873B (zh) 牆壁施工方法及利用該方法所構成的牆壁與房屋
AU2010101491A4 (en) A Structural Panel
CA2246676A1 (fr) Ameliorations des materiaux en panneau et en feuille
JP2006077469A (ja) ユニット建造物
JP2003239377A (ja) 壁構面と屋根構面との連結構造

Legal Events

Date Code Title Description
STCB Information on status: application discontinuation

Free format text: ABANDONED -- FAILURE TO RESPOND TO AN OFFICE ACTION