SE445373B - Three-dimensional frame element for buildings - Google Patents

Three-dimensional frame element for buildings

Info

Publication number
SE445373B
SE445373B SE8001948A SE8001948A SE445373B SE 445373 B SE445373 B SE 445373B SE 8001948 A SE8001948 A SE 8001948A SE 8001948 A SE8001948 A SE 8001948A SE 445373 B SE445373 B SE 445373B
Authority
SE
Sweden
Prior art keywords
roof
another
buildings
beams
pillars
Prior art date
Application number
SE8001948A
Other languages
Swedish (sv)
Other versions
SE8001948L (en
Inventor
Kimmo Jeemaa
Per Sommerhein
Original Assignee
Kimmo Jeemaa
Per Sommerhein
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 Kimmo Jeemaa, Per Sommerhein filed Critical Kimmo Jeemaa
Publication of SE8001948L publication Critical patent/SE8001948L/en
Publication of SE445373B publication Critical patent/SE445373B/en

Links

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
    • E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
    • E04B1/34807—Elements integrated in a skeleton

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Laminated Bodies (AREA)
  • Glass Compositions (AREA)

Abstract

The invention is a frame element comprising pillars and girders for the erection of buildings, especially halls, as body components of a module that can be assembled. The module consists of two frame elements that can be mounted at a modular spacing distance from one another and can be connected with one another by means of wall and roof constructions (1, 2). Each element consists of two pillars (3) that can be mounted at a distance from one another that is equal to the width of the building plus their roof girders (4) that can be joined with one another at their upper ends. A tension loadable tension rod (5) is incorporated in the invention. Its ends are fastened in the roof girder (4) ends and it has a specific incline less that that of the roof girders, follows the same direction and has been given a specific pretension.<IMAGE>

Description

8001948-2 Väggkonstruktionen kan bestå av t ex följande skikt, räknade utifrån inåt: yttre metallskiva med veck, ett värmeisolerings- skikt med tjocklek avpassad efter isoleringskraven och en inre metallskiva. Den sistnämnda är fästad till pelare 3. Tak- skivorna 2 kan vara likadana som väggskivorna 1. Såväl vägg- som takskivor kan givetvis utföras gav andra material som betong, lättbetong, murverk, trä, plaster och dylikt. 8001948-2 The wall construction can consist of, for example, the following layers, calculated from the outside inwards: outer metal sheet with folds, a thermal insulation layer with a thickness adapted to the insulation requirements and an inner metal sheet. The latter is attached to pillars 3. The roof panels 2 can be the same as the wall panels 1. Both wall and ceiling panels can of course be made of other materials such as concrete, lightweight concrete, masonry, wood, plastic and the like.

Dragstängerna 5 är fästade vid sina ändar vid takbalkarnas anslutning mot pelare 3, och man har både experimentellt och med beräkningar kunnat bevisa, att det är_ möjligt attt betydligt spara material och arbete via framställning av ram- elementen då dragstängerna 5 är lutade i samma riktning som takbalkarna samt att. dragstängerna har givits viss förspän- ning.The drawbars 5 are attached to their ends at the connection of the roof beams to pillars 3, and it has been possible both experimentally and with calculations to prove that it is possible to significantly save material and work by manufacturing the frame elements when the drawbars 5 are inclined in the same direction as the roof beams and that. the drawbars have been given some preload.

Dragstängerna kan fästas till takbalkarna pä flera olika och för sig kända sätt.The drawbars can be attached to the roof beams in several different and known ways.

Pelare och takbalkar har samma sektionsstorlek och kan fram- ställas av alla material användbart till byggnadsstommar.Pillars and roof beams have the same section size and can be made of all materials useful for building frames.

Profilen kan t ex formas genom kallformning av slät, hög- värdig stålplât i tjocklekar från 1,5-6 mm. Man kan givetvis också använda betongbalkar, träbalkar och aluminiumbalkar.The profile can, for example, be formed by cold forming of smooth, high-quality steel sheet in thicknesses from 1.5-6 mm. You can of course also use concrete beams, wooden beams and aluminum beams.

Höjden. på takbalk- och pelarsektionerna varieras med spänn- vidd,i belastning och materialval, men kan generellt sägas ligga mellan 120 och 400 mm för en kallformad stålprofil i spännviddsområdet 12 till 30 m. gagn ouarrmfzThe height. on the roof beam and column sections varies with span, in load and choice of material, but can generally be said to be between 120 and 400 mm for a cold-formed steel profile in the span range 12 to 30 m. benefit ouarrmfz

Claims (1)

1. 8001948-2 PATENTKRAV Ramelement, innefattande pelare (3) och balkar (4) och avsett att förbindas med ett likadant ramelement medelst vägg- och takkonstrukticner (l, 2) till en modul, avsedd för hopsättning till byggnader, i synnerhet hallbyggnader, k ä n n e t e c k- n a t av att det dessutom innefattar en dragbelastbar spänn- stång (5), vars ändar är fästade i balkarnas (4) ändar, vilken (5) balkarnas, och också givits viss förspänning. spännstång givits en bestämd lutning som är mindre än _ -_._...._.__..._..__.._..._......>.__..__... . ._ ...___,_..._,..... _ _ _____,_, ___ _ PooR QUAflíTy8001948-2 PATENT REQUIREMENTS Frame elements, comprising pillars (3) and beams (4) and intended to be connected to a similar frame element by means of wall and roof constructions (1, 2) to a module, intended for assembly into buildings, in particular hall buildings, characterized in that it also comprises a tensile load-bearing tension rod (5), the ends of which are attached to the ends of the beams (4), which (5) of the beams, and also given a certain prestress. clamp given a definite slope that is less than _ -_._...._.__..._..__.._..._......> .__..__... . ._ ...___, _..._, ..... _ _ _____, _, ___ _ PooR QUA fl íTy
SE8001948A 1979-03-13 1980-03-12 Three-dimensional frame element for buildings SE445373B (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FI800565 1979-03-13

Publications (2)

Publication Number Publication Date
SE8001948L SE8001948L (en) 1980-09-14
SE445373B true SE445373B (en) 1986-06-16

Family

ID=8513277

Family Applications (1)

Application Number Title Priority Date Filing Date
SE8001948A SE445373B (en) 1979-03-13 1980-03-12 Three-dimensional frame element for buildings

Country Status (2)

Country Link
NO (1) NO800694L (en)
SE (1) SE445373B (en)

Also Published As

Publication number Publication date
NO800694L (en) 1980-09-15
SE8001948L (en) 1980-09-14

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