SE447003B - BEAM - Google Patents
BEAMInfo
- Publication number
- SE447003B SE447003B SE8205053A SE8205053A SE447003B SE 447003 B SE447003 B SE 447003B SE 8205053 A SE8205053 A SE 8205053A SE 8205053 A SE8205053 A SE 8205053A SE 447003 B SE447003 B SE 447003B
- Authority
- SE
- Sweden
- Prior art keywords
- side parts
- spacer elements
- double
- spacer
- folded portion
- Prior art date
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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Chemical & Material Sciences (AREA)
- Composite Materials (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Rod-Shaped Construction Members (AREA)
- Joining Of Building Structures In Genera (AREA)
Description
15 20 25 30 35 40 447 005 2 na sinsemellan kan förbindas. 15 20 25 30 35 40 447 005 2 na can be connected to each other.
Av fig 1 framgår att en balk 1 enligt uppfinningen inne- fattar två sídoplátar 2 och tre distanselement 3-5, vilka samtliga sträcker sig efter hela balkens 1 längd. Sidoplåtar- na 2 är så välvda, att den hopmonterade balkens 1 bredd är minst i omrâdet för dess halva höjd, vilket medför att bredden hos det i mitten belägna distanselementet 4 är mindre än bredden hos distanselementen 3 och 5. Sidoplåtarna 2 är vidare försedda med ombockningar 6 så att anliggning mot en del av distanselementets 3 toppyta 7 och en del av distanselementets 5 bottenyta 8 erhålles.It can be seen from Fig. 1 that a beam 1 according to the invention comprises two side plates 2 and three spacer elements 3-5, all of which extend along the entire length of the beam 1. The side plates 2 are so curved that the width of the assembled beam 1 is at least in the region of its half height, which means that the width of the spacer element 4 located in the middle is smaller than the width of the spacer elements 3 and 5. The side plates 2 are further provided with bends 6 so that abutment against a part of the top surface 7 of the spacer element 3 and a part of the bottom surface 8 of the spacer element 5 is obtained.
Sidoplátarna 2 hos den i fig 1 visade balken 1 är för- bundna med distanselementen 3-5 medelst skruvar 9, men för- bindningen kan naturligtvis åstadkommas på ett flertal olika sätt, exempelvis genom spikning, limning osv.The side plates 2 of the beam 1 shown in Fig. 1 are connected to the spacer elements 3-5 by means of screws 9, but the connection can of course be effected in a number of different ways, for instance by nailing, gluing etc.
Mellan distanselementen 3-5 belägna utrymmen 10,11, är, såsom visas, företrädesvis utfyllda med någon lämplig fyll- nadsmassa, exempelvis polyuretanskum, gips, lättbetong, stenull eller dylikt. Möjlighet föreligger även att i utrym- mena 10,11 framdraga ledningar av olika slag, vilka vid behov kan fixeras med fyllnadsmassa. vid användning av mycket tunna sidodelar är det lämpligt att, såsom visas i fig 2, anordna sidodelarna 2' med dubbel- vikningar i omrâdet för deras anlíggning mot distanselementen 3 och 5. Genom en sådan dubbelvikning möjliggöres en ännu starkare förbindning mellan sidodelarna och de yttersta distanselementen.Spaces 10, 11 located between the spacer elements 3-5 are, as shown, preferably filled with some suitable filling mass, for example polyurethane foam, gypsum, lightweight concrete, rock wool or the like. It is also possible to lay pipes of various kinds in the spaces 10,11, which can be fixed with filling compound if necessary. when using very thin side parts, it is suitable, as shown in Fig. 2, to arrange the side parts 2 'with double folds in the area of their abutment against the spacer elements 3 and 5. Such a double folding enables an even stronger connection between the side parts and the outermost spacer elements.
Sidodelarna 2" kan exempelvis vid sin nedre kant även utföras såsom visas i fig 3. Därigenom erhålles en yta 20 som kan uppbära skivor eller dylikt.The side parts 2 "can, for example, at their lower edge also be designed as shown in Fig. 3. Thereby a surface 20 is obtained which can support discs or the like.
Balkens 1 utformning medger således att konventionell spikning och skruvning kan ske inom hela området för de utåt synliga ytorna av distanselementen 3 och 5, och man kan således, såsom visas i fig 4, med enkelhet anbringa exempelvis reglar 12 på balkar enligt uppfinningen. Därutöver kan spikning och skruvning naturligtvis även ske på distans- elementens 3-5 ändytor.The design of the beam 1 thus allows conventional nailing and screwing to take place in the entire area of the outwardly visible surfaces of the spacer elements 3 and 5, and one can thus, as shown in Fig. 4, easily apply, for example, bars 12 to beams according to the invention. In addition, nailing and screwing can of course also take place on the 3-5 end surfaces of the spacer elements.
Fig 5 visar ett exempel på hur man kan förbinda tvâ balkar som korsar varandra. Fig 6 visar ett exempel på en anordning 13 för förbindning av balkar. Förbindningsanord- 3 447 nos ningen 13 är lämpligen så utførmad att den omsluter balkarnas ytterkonturer.Fig. 5 shows an example of how to connect two beams that cross each other. Fig. 6 shows an example of a device 13 for connecting beams. The connecting device 13 is suitably designed so as to enclose the outer contours of the beams.
Uppfinníngen är inte begränsad till det visade och be- skrivna, utan ändringar och mødifíkationer därav är tänkbara inom ramen för efterföljande patentkrav.The invention is not limited to what is shown and described, but changes and modifications thereof are conceivable within the scope of the appended claims.
Claims (3)
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SE8205053A SE447003B (en) | 1982-09-06 | 1982-09-06 | BEAM |
PCT/SE1984/000081 WO1985003968A1 (en) | 1982-09-06 | 1984-03-06 | Beam |
EP19840901122 EP0173681A1 (en) | 1982-09-06 | 1984-03-06 | Beam |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
SE8205053A SE447003B (en) | 1982-09-06 | 1982-09-06 | BEAM |
Publications (3)
Publication Number | Publication Date |
---|---|
SE8205053D0 SE8205053D0 (en) | 1982-09-06 |
SE8205053L SE8205053L (en) | 1984-03-07 |
SE447003B true SE447003B (en) | 1986-10-20 |
Family
ID=20347729
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
SE8205053A SE447003B (en) | 1982-09-06 | 1982-09-06 | BEAM |
Country Status (3)
Country | Link |
---|---|
EP (1) | EP0173681A1 (en) |
SE (1) | SE447003B (en) |
WO (1) | WO1985003968A1 (en) |
Families Citing this family (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
SE8902727D0 (en) * | 1989-08-14 | 1989-08-14 | Bjoern Larsson | BEAM |
DK77991D0 (en) * | 1991-04-29 | 1991-04-29 | Peehr Mathias Oernfel Svensson | BUILDING AID PROFILE, A BUILDING ELEMENT AND A ROOF CONSTRUCTION USING THE AID PROFILE, AND A PROCEDURE FOR PRODUCING THE AID PROFILE |
GB9118635D0 (en) * | 1991-08-30 | 1991-10-16 | Troughton William R | Thermally insulated structural member |
PL344531A1 (en) * | 1998-05-26 | 2001-11-05 | Burkhart Schurig | Beam without a heat bridge |
CA2513447C (en) | 2003-01-14 | 2016-08-09 | University Of Virginia Patent Foundation | Ultrasonic transducer drive |
US9244160B2 (en) | 2003-01-14 | 2016-01-26 | University Of Virginia Patent Foundation | Ultrasonic transducer drive |
GB2407589B (en) * | 2003-10-29 | 2008-01-30 | Digby Rowsell | Composite beam for a converted loft or roof space and a method of converting a loft or roof space |
AT501521B1 (en) | 2005-01-27 | 2013-07-15 | Krestel Stefan | CARRIER COMPONENT ASSEMBLED COMPONENT COMPONENT AND METHOD FOR MANUFACTURING THE CONSTRUCTION ELEMENT |
DE102011113742B4 (en) * | 2011-09-09 | 2013-10-31 | TGM GmbH Software und Dienstleistungen | carrier |
Family Cites Families (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE258763C (en) * | ||||
US2073001A (en) * | 1935-11-01 | 1937-03-09 | Reynolds Corp | Stud |
US2062398A (en) * | 1935-11-01 | 1936-12-01 | Reynolds Corp | Stud |
US2167835A (en) * | 1937-12-29 | 1939-08-01 | Gerald G Greulich | Structural joist or nailer stud |
US2187280A (en) * | 1938-03-11 | 1940-01-16 | Bert A Olson | Beam |
FR1002995A (en) * | 1946-11-15 | 1952-03-12 | Device for catching insects | |
US3241285A (en) * | 1964-05-27 | 1966-03-22 | Int Nickel Co | Structural member for supporting loads |
GB1266495A (en) * | 1968-04-26 | 1972-03-08 |
-
1982
- 1982-09-06 SE SE8205053A patent/SE447003B/en not_active IP Right Cessation
-
1984
- 1984-03-06 EP EP19840901122 patent/EP0173681A1/en active Pending
- 1984-03-06 WO PCT/SE1984/000081 patent/WO1985003968A1/en not_active Application Discontinuation
Also Published As
Publication number | Publication date |
---|---|
WO1985003968A1 (en) | 1985-09-12 |
SE8205053L (en) | 1984-03-07 |
SE8205053D0 (en) | 1982-09-06 |
EP0173681A1 (en) | 1986-03-12 |
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Legal Events
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NUG | Patent has lapsed |
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