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DK165015B - Structural profile section of thin sheeting - Google Patents

Structural profile section of thin sheeting Download PDF

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Publication number
DK165015B
DK165015B DK308889A DK308889A DK165015B DK 165015 B DK165015 B DK 165015B DK 308889 A DK308889 A DK 308889A DK 308889 A DK308889 A DK 308889A DK 165015 B DK165015 B DK 165015B
Authority
DK
Denmark
Prior art keywords
grooves
profile
profile according
zigzag
groove
Prior art date
Application number
DK308889A
Other languages
Danish (da)
Other versions
DK308889D0 (en
DK308889A (en
DK165015C (en
Inventor
Lars Ingvar Ingvarsson
Original Assignee
Cps Teknik Ab
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 Cps Teknik Ab filed Critical Cps Teknik Ab
Publication of DK308889D0 publication Critical patent/DK308889D0/en
Publication of DK308889A publication Critical patent/DK308889A/en
Publication of DK165015B publication Critical patent/DK165015B/en
Application granted granted Critical
Publication of DK165015C publication Critical patent/DK165015C/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/06Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with substantially solid, i.e. unapertured, web
    • E04C3/07Joists; 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0408Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section
    • E04C2003/0421Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by assembly or the cross-section comprising one single unitary part
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0426Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section
    • E04C2003/0434Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by material distribution in cross section the open cross-section free of enclosed cavities
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/04Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C2003/0404Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
    • E04C2003/0443Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects characterised by substantial shape of the cross-section
    • E04C2003/0473U- or C-shaped

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Rod-Shaped Construction Members (AREA)
  • Finishing Walls (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)
  • Bending Of Plates, Rods, And Pipes (AREA)

Description

iin

DK 165015 BDK 165015 B

Den foreliggende opfindelse angår et ved valsning formet byggeprofil af tyndplade med en krop og to flanger og flangeafstivninger i form af indefter ombukkede, afstivende flangekanter, idet byggeprofilet i det væsentlige har C-5 formet tværsnit og kroppen har afstivende, oppressede riller med ringe dybde.BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a roll-shaped, thin-plate construction profile having a body and two flanges and flange braces in the form of internally bent, stiffened flange edges, the building profile having substantially C-5 shaped cross-sections and the body having stiffened, pressed grooves of low depth.

Sådanne pladeprofiler anvendes i stigende omfang i stedet for trælægter i skeletvægge, som beklædes med gips-plader. Den mest almindelige anvendelse er til ikke-bærende 10 skillevægge. Kroppen på profilet har da sædvanligvis en højde på 70 mm, og flangerne har en bredde på 35 mm, idet disse dimensioner svarer til størrelsen af de trælægter, der tidligere er blevet anvendt til det samme formål.Such slab profiles are increasingly used in place of wooden slats in skeleton walls, which are coated with plasterboard. The most common use is for non-load-bearing 10 partitions. The body of the profile usually then has a height of 70 mm and the flanges have a width of 35 mm, these dimensions being equal to the size of the wooden luminaires previously used for the same purpose.

Gipspladerne eller en anden form for beklædning fast-15 gøres til flangerne ved hjælp af selvborende og -skærende skruer.The plasterboard or other type of cladding is fastened to the flanges by self drilling and cutting screws.

Det er ønskeligt, at flangerne giver så lidt efter som muligt under denne fastgørelse af pladerne. Det er også ønskeligt, at væggen er så stiv som muligt. Et profil ifølge 20 opfindelsen opfylder disse ønsker og er ejendommeligt ved det i kravene angivne.It is desirable that the flanges yield as little as possible during this fastening of the plates. It is also desirable that the wall be as rigid as possible. A profile according to the invention meets these requirements and is peculiar to the requirements of the claims.

Opfindelsen skal i det følgende beskrives næmere under henvisning til tegningen, som viser fire udførelsesformer for profilet ifølge opfindelsen.The invention will be described in more detail below with reference to the drawing, which shows four embodiments of the profile according to the invention.

25 Fig. 1 viser en første udførelsesfom for profilet set i retning af pilene 1-1 på fig. 2, der er en afbildning set fra enden af profilet i retning af pilene 2-2 ifølge fig. 1.FIG. 1 shows a first embodiment of the profile seen in the direction of arrows 1-1 in FIG. 2 is an end view of the profile in the direction of arrows 2-2 of FIG. First

Fig. 3 er en afbildning af en anden udførelsesfom 30 set som vist ved pilene 3-3 på fig. 4, og fig. 4 er en afbildning set fra enden af profilet ifølge fig. 3 set langs pilene 4-4 ifølge fig. 3.FIG. 3 is a view of another embodiment 30 as shown by arrows 3-3 in FIG. 4, and FIG. 4 is an end view of the profile of FIG. 3 seen along arrows 4-4 of FIG. Third

Fig. 5 er en afbildning af en tredie udførelsefom for profilet ifølge opfindelsen set som vist ved pilene 5-5 35 ifølge fig. 6, der viser profilet ifølge fig. 5 set fra enden som antydet ved pilene 6-6 ifølge fig. 5.FIG. 5 is a view of a third embodiment of the profile according to the invention as shown by arrows 5-5 35 of FIG. 6, showing the profile of FIG. 5 as seen from the end as indicated by arrows 6-6 of FIG. 5th

Fig. 7 viser en fjerde udførelsesform for profilet ifølge opfindelsen set som vist ved pilene 7-7 ifølge fig.FIG. 7 shows a fourth embodiment of the profile according to the invention as shown by arrows 7-7 of FIG.

DK 165015 BDK 165015 B

2 8, og fig. 8 er en afbildning set fra enden af profilet i-følge fig. 7 som vist ved pilene 8-8 ifølge fig. 7.2, and FIG. 8 is a view from the end of the profile according to FIG. 7 as shown by arrows 8-8 of FIG. 7th

Profilet ifølge krav 1 og 2 har en krop 11 og to flanger 12,13. Flangerne er afstivet ved hjælp af deres 5 indefter bukkede kanter 14,15. Kroppen har en serpentineformet rille 16, der består af i det væsentlige rette dele 17,18, der er forbundet med hinanden ved hjælp af tilnærmelsesvis cirkulære buer 19,20. De rette dele 17,18 strækker sig over i det mindste halvdelen af kroppens højde under en 10 vinkel på ca. 45° med profilets længderetning. Disse rette dele 17,18 forløber derfor i det væsentlige vinkelret på hinanden.The profile according to claims 1 and 2 has a body 11 and two flanges 12,13. The flanges are stiffened using their 5 inwardly curved edges 14.15. The body has a serpentine-shaped groove 16, consisting of substantially straight portions 17,18, which are connected to each other by approximately circular arcs 19,20. The proper parts 17,18 extend over at least half of the height of the body at an angle of approx. 45 ° with the longitudinal profile of the profile. These proper parts 17,18 therefore extend substantially perpendicular to each other.

Profilet ifølge fig. 3 og 4 ligner profilet ifølge fig. 1 og 2, men har to serpentineformede riller 16,21 i 15 stedet for kun en. Det mønster, som serpentinerillerne danner, er symmetrisk, og serpentinerillerne skærer hinanden under tilnærmelsesvis rette vinkler.The profile according to FIG. 3 and 4 are similar to the profile of FIG. 1 and 2, but has two serpentine grooves 16.21 instead of just one. The pattern formed by the serpentine grooves is symmetrical, and the serpentine grooves intersect at approximately right angles.

Profilet ifølge fig. 5 og 6 har to langsgående riller 24.25 med plan bund langs kanterne af kroppen 11, og disse 20 riller 24,25 er forbundet med hinanden ved hjælp af en zig- zag-rille, der består af rette dele 26,27, som har samme retning som noterne 17,18 på serpentinerillen 16 ifølge fig.The profile according to FIG. 5 and 6 have two longitudinal grooves 24.25 with a flat bottom along the edges of the body 11 and these 20 grooves 24.25 are connected to each other by means of a zigzag groove consisting of straight parts 26,27 having the same direction as the grooves 17, 18 on the serpentine groove 16 of FIG.

1. Fortrinsvis har rillerne 26,27 samme dybde som rillerne 24.25 og plan bund.1. Preferably, the grooves 26.27 have the same depth as the grooves 24.25 and flat bottom.

25 Profilet ifølge fig. 7 og 8 ligner profilet ifølge fig. 5 og 6, men har to zigzag-riller 26,27 og 28,29 i stedet for en rille. Mønsteret er symmetrisk, og rillerne 26,27 og 28,29 skærer hinanden under tilnærmelsesvis rette vinkler.25 The profile according to FIG. 7 and 8 are similar to the profile of FIG. 5 and 6, but have two zigzag grooves 26.27 and 28.29 instead of one groove. The pattern is symmetrical and the grooves 26,27 and 28,29 intersect at approximately right angles.

30 I alle de viste udformninger er der en kontinuerlig, i det væsntlige zigzag-formet afstivningsrille. I udførelsesformerne ifølge fig. 5 og 7 forbinder én, henholdsvis to zigzag-formede riller 26,27 og 28,29 to langsgående riller 24,25, således at der dannes et gitterlignende mønsker.In all of the embodiments shown, there is a continuous, essentially zigzag-shaped stiffening groove. In the embodiments of FIG. 5 and 7, one, two zigzag-shaped grooves 26,27 and 28,29 respectively connect two longitudinal grooves 24,25, thus forming a grid-like groove.

35 Fortrinsvis har de langsgående riller og de zigzag-formede riller samme dybde, således at deres bunde løber over i hinanden. Dette bevirker et kraftlinieforløb svarende til kraftlinieforløbet i et gitter. Det synes at være fordelag-Preferably, the longitudinal grooves and the zigzag-shaped grooves have the same depth so that their bottoms run into each other. This causes a power line process similar to the power line process in a grid. It seems to be advantageous-

DK 165015 BDK 165015 B

3 tigt, men ikke nødvendigt, at både de langsgående riller og zigzag-rillerne har plane bunde som vist på figurerne.3, but not necessary that both the longitudinal grooves and the zigzag grooves have flat bottoms as shown in the figures.

Ved fremstilling af profilerne ifølge de fire eksempler begynder man med at bukke flangerne 12,13, og dernæst 5 fremstilles rillerne i kroppen 11, inden bukningen af flangerne afsluttes på konventionel måde.In preparing the profiles according to the four examples, one begins to bend the flanges 12,13 and then 5 the grooves in the body 11 are made before the bending of the flanges is completed in a conventional manner.

De zigzag-formede riller i kroppen kan fremstilles ved hjælp af to synkroniserede stålruller. Alternativt kan man anvende en af stål fremstillet han-rulle og en glat hun-10 rulle med en jævn beklædning, der er eftergivelig, men ikke for blød. Til beklædning kan der anvendes neoprengummi, og tykkelsen kan hensigtsmæssigt være 4-6 gange, fortrinsvis 5-6 gange dybden af rillerne, som skal valses ind i stålkroppen.The zigzag-shaped grooves in the body can be made using two synchronized steel rollers. Alternatively, one can use a steel-made male roller and a smooth female roller with a smooth covering that is resilient but not too soft. For cladding, neoprene rubber may be used, and the thickness may conveniently be 4-6 times, preferably 5-6 times the depth of the grooves to be rolled into the steel body.

1515

Claims (9)

1. Ved valsning formet byggeprofil af tyndplade med en 5 krop (11) og to flanger (12,13) og flangeafstivninger i form af indefter ombukkede, afstivende flangekanter (14,14), idet byggeprofilet i det væsentlige har C-formet tværsnit og kroppen (11) har afstivende, oppressede riller (16,21,24-29) med ringe dybde, 10 kendetegnet ved, at afstivningsrillerne på profilkroppen omfatter en kontinuerligt forløbende rille (16,21,28,29), som i det væsentlige har zigzag-form.1. In rolling molded building profile of thin plate having a body (11) and two flanges (12,13) and flange stiffeners in the form of internally bent, stiffened flange edges (14,14), the building profile having substantially C-shaped cross-section and the body (11) has stiffened, pressed grooves (16,21,24-29) of low depth, characterized in that the stiffening grooves on the profile body comprise a continuous extending groove (16,21,28,29) which has substantially zig-zag shape. 2. Profil ifølge krav 1, kendetegnet ved, at zigzag-rillen er en serpenti-15 neformet rille (15,21).Profile according to claim 1, characterized in that the zigzag groove is a serpentine groove (15, 21). 3. Profil ifølge krav 2, kendetegnet ved, at serpentinerillen (16,21) omfatter rette dele (17,18), som strækker sig over i det mindste den halve bredde af kroppen.The profile according to claim 2, characterized in that the serpentine groove (16, 21) comprises straight portions (17, 18) extending at least half the width of the body. 4. Profil ifølge krav 2 eller 3, kendetegnet ved, at afstivningsrillen omfatter to serpentineriller (17,18), der skærer hinanden.Profile according to claim 2 or 3, characterized in that the stiffening groove comprises two intersecting serpentine grooves (17, 18). 5. Profil ifølge krav 1, kendetegnet ved, at afstivningsrillerne omfatter 25 to langsgående riller (24,25) langs kroppens (11) kanter og at de zig-zagformede riller (26,27,-28,29) er placeret mellem de langsgående riller.Profile according to claim 1, characterized in that the stiffening grooves comprise two longitudinal grooves (24,25) along the edges of the body (11) and that the zigzag-shaped grooves (26,27, -28,29) are located between the longitudinal grooves. 6. Profil ifølge krav 5, kendetegnet ved, at at den zigzag-formede rille 30 (26,27;28,29) strækker sig ind i de langsgående riller (24,25) på en sådan måde, at der dannes et gitterlignende mønster.Profile according to claim 5, characterized in that the zigzag-shaped groove 30 (26,27; 28,29) extends into the longitudinal grooves (24,25) in such a way that a grid-like pattern is formed. . 7. Profil ifølge krav 6, kendetegnet ved, at de langsgående riller (24,25) 35 og de zigzag-formede riller har samme dybde.Profile according to claim 6, characterized in that the longitudinal grooves (24,25) 35 and the zigzag-shaped grooves have the same depth. 8. Profil ifølge krav 5, 6 eller 7, kendetegnet ved, at.de langsgående riller (24,25) og de zigzag-formede riller (26,27;28,29) har plan bund. DK 165015 BProfile according to claim 5, 6 or 7, characterized in that the longitudinal grooves (24,25) and the zigzag-shaped grooves (26,27; 28,29) have a flat bottom. DK 165015 B 9. Profil ifølge et hvilket som helst af kravene 1-8, kendetegnet ved, at de diagonalt forløbende dele (17,18,26-29) af zigzag-noten danner en vinkel med profilets længdeakse på mellem 30° og 60°, fortrinsvis mellem 40° og 5 50°.Profile according to any one of claims 1-8, characterized in that the diagonally extending portions (17,18,26-29) of the zigzag groove form an angle with the longitudinal axis of the profile between 30 ° and 60 °, preferably between 40 ° and 5 50 °.
DK308889A 1987-10-23 1989-06-22 BUILDING PROFILE OF TINPLATE DK165015C (en)

Applications Claiming Priority (4)

Application Number Priority Date Filing Date Title
SE8704123A SE464713B (en) 1987-10-23 1987-10-23 ROLL SHAPE BUILDING RULE OF TINPLATE
SE8704123 1987-10-23
SE8800557 1988-10-21
PCT/SE1988/000557 WO1989003920A1 (en) 1987-10-23 1988-10-21 Sheet metal profile

Publications (4)

Publication Number Publication Date
DK308889D0 DK308889D0 (en) 1989-06-22
DK308889A DK308889A (en) 1989-06-22
DK165015B true DK165015B (en) 1992-09-28
DK165015C DK165015C (en) 1993-02-08

Family

ID=20369979

Family Applications (1)

Application Number Title Priority Date Filing Date
DK308889A DK165015C (en) 1987-10-23 1989-06-22 BUILDING PROFILE OF TINPLATE

Country Status (4)

Country Link
DK (1) DK165015C (en)
FI (1) FI893088L (en)
SE (1) SE464713B (en)
WO (1) WO1989003920A1 (en)

Families Citing this family (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE3936404A1 (en) * 1989-11-02 1991-05-08 Knauf Westdeutsche Gips SHEET PROFILE WITH SICKING
US5669197A (en) * 1991-06-03 1997-09-23 Bodnar; Ernest Robert Sheet metal structural member
CA2077429C (en) * 1992-09-02 1999-03-30 Ernest R. Bodnar Roll formed metal member
GB2303154A (en) * 1995-07-08 1997-02-12 Superior Sections Ltd Partition studs or similar supports
SE506666C2 (en) * 1996-03-12 1998-01-26 Lindab Ab Elongated support element
CA2399825A1 (en) * 1999-02-08 2000-08-17 Rocheway Pty. Ltd. A structural member
CA2950219C (en) 2016-05-11 2020-02-11 Ispan Systems Lp Concrete formwork steel stud and system
EP4194636A1 (en) 2017-05-24 2023-06-14 Saint-Gobain Placo A corrugated construction element
CR20180533A (en) * 2018-11-07 2018-12-07 Torres Hector Jimenez STRUCTURAL PROFILE TYPE DEVICE FOR CONFORMATION OF INTERPRETERS IN COSNTRUCTIONS

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1331412A (en) * 1918-01-26 1920-02-17 Brown Edward Eugene Metal spar or girder for aircraft
US1351614A (en) * 1918-01-26 1920-08-31 Brown Edward Eugene Girder and the like for aircraft
DE1271350B (en) * 1959-07-17 1968-06-27 Hoesch Ag Steel beams of different strengths
SE394478B (en) * 1974-10-16 1977-06-27 Interoc Fasad Ab PROFILE RAIL OF THIN PLATE FOR USE AS A DISTANCE, STRENGTHENING AND LOAD-TAKING CONSTRUCTION ELEMENTS IN HEAT-INSULATED BUILDING PARTS
DE3442355C1 (en) * 1984-11-20 1986-01-02 Richter-System GmbH & Co KG, 6103 Griesheim Sheet-metal profile for false-ceiling load-bearing members, upright supports and the like
GB2171731A (en) * 1985-01-24 1986-09-03 John Hayward Improvements in structural members

Also Published As

Publication number Publication date
FI893088A7 (en) 1989-06-22
SE464713B (en) 1991-06-03
WO1989003920A1 (en) 1989-05-05
DK308889D0 (en) 1989-06-22
DK308889A (en) 1989-06-22
SE8704123D0 (en) 1987-10-23
DK165015C (en) 1993-02-08
FI893088A0 (en) 1989-06-22
SE8704123L (en) 1989-04-24
FI893088L (en) 1989-06-22

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