NO179049B - Profile plate consisting of supporting and space-ending sections - Google Patents

Profile plate consisting of supporting and space-ending sections Download PDF

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Publication number
NO179049B
NO179049B NO884507A NO884507A NO179049B NO 179049 B NO179049 B NO 179049B NO 884507 A NO884507 A NO 884507A NO 884507 A NO884507 A NO 884507A NO 179049 B NO179049 B NO 179049B
Authority
NO
Norway
Prior art keywords
profile plate
sections
space
load
bearing
Prior art date
Application number
NO884507A
Other languages
Norwegian (no)
Other versions
NO179049C (en
NO884507L (en
NO884507D0 (en
Inventor
Manfred Muller
Original Assignee
Vaw Ver Aluminium Werke Ag
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 Vaw Ver Aluminium Werke Ag filed Critical Vaw Ver Aluminium Werke Ag
Publication of NO884507D0 publication Critical patent/NO884507D0/en
Publication of NO884507L publication Critical patent/NO884507L/en
Publication of NO179049B publication Critical patent/NO179049B/en
Publication of NO179049C publication Critical patent/NO179049C/en

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Classifications

    • 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
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/08—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of metal, e.g. sheet metal

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Paper (AREA)
  • Piezo-Electric Or Mechanical Vibrators, Or Delay Or Filter Circuits (AREA)

Description

Foreliggende oppfinnelse angår en profilplate bestående av bærende og romavsluttende avsnitt. The present invention relates to a profile plate consisting of supporting and space-closing sections.

Fra publikasjonen "Dach und Vand", Planen und Bauen mit Aluminiumtafeln, 1982, s.126, er det kjent ved takkonstruk-sjoner å sette aluminiumsprofilplater på ståltrapesprofiler. From the publication "Dach und Vand", Planen und Bauen mit Aluminiumtafeln, 1982, p.126, it is known for roof constructions to put aluminum profile plates on steel trapezoidal profiles.

For veggkonstruksjoner har det vært benyttet en lignende løsning der aluminiumsprofilplatene er montert på kassetter. Disse er fremstilt av stål og i tillegg utstyrt med en varmeisolasjon på kassettsidene. For wall constructions, a similar solution has been used where the aluminum profile plates are mounted on cassettes. These are made of steel and additionally equipped with thermal insulation on the cassette sides.

I branntilfelle skjermer stålkassettene aluminiumsprofilplatene mot varmen. Den herskende temperaturen er så høy at stålbærerne i en fagverkskonstruksjon resp. stålåsene på taket smelter. In the event of a fire, the steel cassettes shield the aluminum profile plates from the heat. The prevailing temperature is so high that the steel beams in a truss construction resp. the deadbolts on the roof are melting.

Foreliggende oppfinnelse går ut på å forhindre at det oppstår høye temperaturer i branntilfeller, og derved beholde bæreevnen for tak resp. veggkonstruksjonen ved høyest mulige temperaturområder. The present invention aims to prevent high temperatures from occurring in the event of a fire, thereby maintaining the load-bearing capacity of the roof or the wall construction at the highest possible temperature ranges.

Dette oppnås ved hjelp av de trekk som fremgår av patent-kravene. This is achieved with the help of the features that appear in the patent claims.

Det har vist seg at ved vekksmelting av de romavsluttende avsnittene oppstår det store åpninger gjennom hvilke det skjer et raskt varmeavtrekk. Derved kan de bærende elementene av høyvarmefast legering i stor utstrekning beholde sin stabilitet, da det ikke oppstår så høy temperatur at grensetemperaturen for instabilitet overskrides. It has been shown that when the sections that close the space are melted away, large openings occur through which a rapid heat extraction takes place. Thereby, the load-bearing elements of high heat-resistant alloy can largely retain their stability, as such a high temperature does not occur that the limit temperature for instability is exceeded.

Oppfinnelsen skal i det følgende forklares nærmere under henvisning til tegningene, der The invention will be explained in more detail below with reference to the drawings, where

fig. 1 viser en kassettformet profilplate for tak— og vegginnerkledning, og fig. 1 shows a cassette-shaped profile plate for roof and wall cladding, and

fig. 2 viser en profilplate med et bærende avsnitt av en høyt varmefast aluminiumslegering. fig. 2 shows a profile plate with a supporting section of a highly heat-resistant aluminum alloy.

I fig. 1 er de bærende avsnittende betegnet med la og lb og det romavsluttende avsnittet med 2. Avsnittene er forbundet mekanisk med hverandre ved hjelp av falsforbindelser 3,4. I foreliggende tilfelle er de bærende avsnittene av stål og det romavsluttende avsnittet fremstilt av aluminium. In fig. 1, the load-bearing section ends are denoted by la and lb and the space-closing section by 2. The sections are connected mechanically to each other by means of seam joints 3,4. In the present case, the load-bearing sections are made of steel and the space-closing section is made of aluminium.

I fig. 2 er det for de bærende avsnittene benyttet en ekstrudert aluminiumsprofil 5,6 og for de romavsluttende avsnittene en ribbet profilplate av aluminium. Forbindelsen mellom de bærende og de romavsluttende avsnittene er tilveiebragt ved hjelp av liming. In fig. 2, an extruded aluminum profile 5,6 has been used for the load-bearing sections and a ribbed aluminum profile plate for the room-closing sections. The connection between the load-bearing and the room-closing sections is provided by means of gluing.

Claims (8)

1. Profilplate, bestående av bærende (la,lb) og romavsluttende avsnitt (2), karakterisert ved at de bærende avsnittene (la, lb) er fremstilt av et mere tempera-turstabilt materiale enn de romavsluttende avsnittene (2).1. Profile plate, consisting of load-bearing (la, lb) and room-closing sections (2), characterized in that the load-bearing sections (la, lb) are made of a more temperature-stable material than the room-closing sections (2). 2 . Profilplate ifølge krav 1, karakterisert ved at de bærende avsnittene (la,lb) består av stål, høyverdig stål eller en høytemperaturbestandig aluminiumslegering og de romavsluttende delene (2;7) består av en konvensjonell aluminiumslegering eller rent aluminium.2. Profile plate according to claim 1, characterized in that the load-bearing sections (la, lb) consist of steel, high-grade steel or a high-temperature-resistant aluminum alloy and the space-closing parts (2; 7) consist of a conventional aluminum alloy or pure aluminium. 3. Profilplate ifølge krav 1 eller 2, karakterisert ved at de bærende avsnittene (la,lb) består av en aluminium—kopper—magnesium-legering og den romavsluttende delen av en legering typen AlMn, AlMg eller A199.3. Profile plate according to claim 1 or 2, characterized in that the load-bearing sections (la, lb) consist of an aluminium-copper-magnesium alloy and the space-closing part of an alloy type AlMn, AlMg or A199. 4. Profilplate ifølge et eller flere av de foregående krav, karakterisert ved at det bærende og det romavsluttende avsnitt er forbundet ved hjelp av en mekanisk forbindelse og/eller ved hjelp av liming.4. Profile plate according to one or more of the preceding claims, characterized in that the supporting and the space-closing sections are connected by means of a mechanical connection and/or by means of gluing. 5. Profilplate ifølge et eller flere av de foregående krav, karakterisert ved at den mekaniske forbindelsen er tilveiebragt ved valsing, friksjonssveising eller falsing.5. Profile plate according to one or more of the preceding claims, characterized in that the mechanical connection is provided by rolling, friction welding or folding. 6. Profilplate ifølge et eller flere av de foregående krav, karakterisert ved at de bærende avsnittene oppviser trapesform.6. Profile plate according to one or more of the preceding claims, characterized in that the load-bearing sections have a trapezoidal shape. 7. Profilplate ifølge et eller flere av de foregående krav, karakterisert ved at de bærende og de romavsluttende avsnittene er forbundet til en kassettform.7. Profile plate according to one or more of the preceding claims, characterized in that the load-bearing and the space-closing sections are connected to a cassette shape. 8. Profilplate ifølge et eller flere av de foregående krav, karakterisert ved at de romavsluttende avsnittene er profilert ved hjelp av preginger, bølger eller falser.8. Profiled sheet according to one or more of the preceding claims, characterized in that the space-closing sections are profiled by means of embossing, waves or folds.
NO884507A 1987-12-22 1988-10-10 Profile plate consisting of supporting and space-ending sections NO179049C (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE3743553A DE3743553C2 (en) 1987-12-22 1987-12-22 Profile panel, consisting of load-bearing and space-enclosing sections

Publications (4)

Publication Number Publication Date
NO884507D0 NO884507D0 (en) 1988-10-10
NO884507L NO884507L (en) 1989-06-23
NO179049B true NO179049B (en) 1996-04-15
NO179049C NO179049C (en) 1996-07-24

Family

ID=6343282

Family Applications (1)

Application Number Title Priority Date Filing Date
NO884507A NO179049C (en) 1987-12-22 1988-10-10 Profile plate consisting of supporting and space-ending sections

Country Status (4)

Country Link
EP (1) EP0322517A1 (en)
DE (1) DE3743553C2 (en)
DK (1) DK692988A (en)
NO (1) NO179049C (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2004099522A1 (en) * 2003-05-05 2004-11-18 Corus Bausysteme Gmbh Standing seam profiled metal sheet and method for the production thereof
WO2015028834A1 (en) * 2013-08-27 2015-03-05 Arcelormittal Investigación Y Desarrollo Sl Support for a building

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB965806A (en) * 1962-02-01 1964-08-06 H H Robertson Holdings Ltd Wall construction
US3606718A (en) * 1969-08-21 1971-09-21 Robertson Co H H Building panel and side joints therefor
DE7705982U1 (en) * 1977-02-26 1977-06-02 Schueco Heinz Schuermann Gmbh & Co, 4800 Bielefeld CLADDING PANEL FOR A WALL AND / OR CEILING
DE3146464A1 (en) * 1981-11-24 1983-06-01 Stahlbau Löw GmbH & Co KG, 7129 Güglingen Prefabricated building element for manufacturing self-supporting building slabs
IT8324086V0 (en) * 1983-12-30 1983-12-30 Morteo Soprefin Spa PRE-ASSEMBLED "SANDWICH" PANEL, FOR COVERING OR COATING, WITH AN INORGANIC FIBROUS MATERIAL AND WITH A CORRUGATED EXTERNAL WALL, SUITABLE FOR CREATING CHANNELS ON THE SURFACE OF THE SAME SOUL.
DE8815831U1 (en) * 1988-12-21 1989-02-09 Compaktbau - Raumsysteme Flohr & Partner Gmbh, 8501 Cadolzburg, De

Also Published As

Publication number Publication date
NO179049C (en) 1996-07-24
DK692988D0 (en) 1988-12-13
NO884507L (en) 1989-06-23
DK692988A (en) 1989-06-23
EP0322517A1 (en) 1989-07-05
DE3743553A1 (en) 1989-07-13
NO884507D0 (en) 1988-10-10
DE3743553C2 (en) 1998-04-09

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