EP0425952A1 - Profilé de tôle avec rainure - Google Patents
Profilé de tôle avec rainure Download PDFInfo
- Publication number
- EP0425952A1 EP0425952A1 EP90120161A EP90120161A EP0425952A1 EP 0425952 A1 EP0425952 A1 EP 0425952A1 EP 90120161 A EP90120161 A EP 90120161A EP 90120161 A EP90120161 A EP 90120161A EP 0425952 A1 EP0425952 A1 EP 0425952A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- sheet metal
- beads
- metal profile
- meandering
- metal strip
- 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.)
- Withdrawn
Links
- 239000002184 metal Substances 0.000 title claims abstract description 50
- 239000011324 bead Substances 0.000 claims description 39
- 239000010432 diamond Substances 0.000 claims description 5
- 238000004519 manufacturing process Methods 0.000 description 4
- WYTGDNHDOZPMIW-RCBQFDQVSA-N alstonine Natural products C1=CC2=C3C=CC=CC3=NC2=C2N1C[C@H]1[C@H](C)OC=C(C(=O)OC)[C@H]1C2 WYTGDNHDOZPMIW-RCBQFDQVSA-N 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 229910003460 diamond Inorganic materials 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
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
- E04C3/04—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
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0408—Joists; 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
- E04C2003/0421—Joists; 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
-
- 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
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0426—Joists; 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
- E04C2003/0434—Joists; 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
-
- 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
- E04C2003/0404—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal beams, girders, or joists characterised by cross-sectional aspects
- E04C2003/0443—Joists; 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
- E04C2003/0473—U- or C-shaped
Definitions
- the invention relates to a sheet metal profile with a U-shape for building walls, which forms a web sheet metal strip and two leg sheet metal strips and forms a beading with longitudinal, transverse, intersecting beads.
- a known (DE-PS 34 42 355) sheet metal profile of this type has a corrugation which comprises a group of precisely longitudinally oriented, linear longitudinal beads and a group of transverse beads which can be arranged either at right angles or obliquely to the longitudinal direction.
- the two groups of beads are necessary in view of the desired rigidity.
- a roller When creating the beading, a roller is used, which has a printed pattern on the peripheral jacket that presses the beads into the sheet.
- Continuous beads are the print pattern continuously engaged in the sheet, so that the production of the longitudinal beads is associated with relatively little noise.
- the printing pattern for the transverse beads again engages the sheet metal, which occurs suddenly and is associated with a relatively large amount of noise.
- the sheet metal profile according to the invention solving this problem, is characterized in that the beading is formed by two serpentine, meandering beads which are in the form of a back and forth and which are offset from one another.
- the beading can be produced with considerably reduced noise.
- the sheet with the meandering beads has the required rigidity in both directions.
- the two meandering beads prevent the sheet profile from being soft and ensure the required rigidity.
- an endless printing pattern is provided on the circumferential surface of the roller, which is in constant engagement, which is why less noise is generated and the beading machine is stressed less.
- the meandering beads are usually of the same design and dimensions.
- the meandering beads are e.g. sinusoidal and rounded, resulting in a beading pattern composed of "8" th.
- the meander beads run back and forth with straight, obliquely arranged, angled bead sections and form the sequence of diamonds.
- This design of the meandering beads can be done with a pair of rollers that is easier to manufacture, i.e. with a simpler print pattern on the circumferential surface of the pair of rollers.
- the diamond beading tool is cheaper.
- the meandering beads can extend both on the web sheet strips and over the corner area on the two leg sheet strips. However, it is particularly expedient and advantageous if the meandering beads each extend in a corner area to only cut out on one sheet metal strip. The corner area between one of the leg sheet metal strips and the web sheet metal strip is free from meandering. Beading introduced in the corner area would go back when the leg metal strips were raised forms what is associated with a loss in strength of the material.
- both the two leg metal strips and the web metal strips with meandering beads.
- the meandering beads are provided either only on the web sheet metal strip or only on the leg sheet metal strips. This simplifies production. This is because the web sheet metal strip is usually beaded after the leg sheet metal strips have been bent open, and the leg sheet metal strips are beaded before being bent open, so that two beading processes and two tool types are necessary for the beading of both sheet metal strip types.
- the diamonds at the longitudinal edge of the sheet section an angle of 30 - 150 o form. This is an arrangement between the exactly longitudinal arrangement and the right-angled arrangement of the bead sections, which provides sufficient rigidity for most applications.
- the sheet profile has, for example, a pure U-shape in cross section or is provided with bends at the free ends of the leg sheet strips, for example a C profile.
- the meandering beads can be created both on the long belt and on the short board. The meandering beads result in a reduced number of crossings when looking at the unit length of the sheet metal profile.
- a straight, additional longitudinal bead for example in the web sheet metal strip, can be provided.
- Under construction walls are not here understood only vertical walls, but also horizontal ceilings.
- the sheet metal profiles are stands or supports in the building walls and serve to attach wall panels.
- a pair of rollers with a correspondingly new printing pattern is used, which is endless for a meandering bead and consists of two parts, each of which extends over the length and over the circumference of the rollers, is offset from one another by 180 ° and both ends the rollers merge.
- the sheet profile in FIG. 1 has a web-metal strip 1, respectively, a 90 o angled leg-metal strip adjoins the two longitudinal sides of a deck area 2 3, which on the the web-metal strip opposite end terminates freely.
- the leg strip of sheet metal at this free end in FIG. 2 provided with a 90 o angled bend. 4 1 is only in the web sheet metal strip 1 and the sheet profile according to FIG. 2 is provided with a beading only in the leg sheet metal strip 3.
- the beading consists of two meandering beads 5, 6, which are formed by straight bead sections 7, which form an angle 8 to each other.
- a straight longitudinally extending, centrally arranged bead 11 is indicated by dashed lines, which brings a further stiffening of the sheet metal profile.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Laminated Bodies (AREA)
- Finishing Walls (AREA)
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE3936404 | 1989-11-02 | ||
DE19893936404 DE3936404A1 (de) | 1989-11-02 | 1989-11-02 | Blechprofil mit sickung |
Publications (1)
Publication Number | Publication Date |
---|---|
EP0425952A1 true EP0425952A1 (fr) | 1991-05-08 |
Family
ID=6392680
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP90120161A Withdrawn EP0425952A1 (fr) | 1989-11-02 | 1990-10-20 | Profilé de tôle avec rainure |
Country Status (4)
Country | Link |
---|---|
EP (1) | EP0425952A1 (fr) |
DE (1) | DE3936404A1 (fr) |
FI (1) | FI905375A0 (fr) |
NO (1) | NO904748L (fr) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US11927009B2 (en) | 2017-05-24 | 2024-03-12 | Saint-Gobain Placo | Corrugated construction element |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE10013991C1 (de) * | 2000-01-14 | 2001-04-05 | Richter System Gmbh & Co Kg | C-Profil für Trennwände |
Citations (5)
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 |
FR749606A (fr) * | 1933-01-27 | 1933-07-27 | Poutrelle en fer profilé | |
GB1566702A (en) * | 1976-09-22 | 1980-05-08 | Ti Metsec Ltd | Purlins |
GB2171731A (en) * | 1985-01-24 | 1986-09-03 | John Hayward | Improvements in structural members |
WO1989003920A1 (fr) * | 1987-10-23 | 1989-05-05 | Ortic Ab | Profile en tole |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE8713962U1 (de) * | 1987-10-17 | 1989-02-16 | Diamant Boart S.A., Brüssel/Bruxelles | Sägemaschine zum Durchtrennen von Gesteins- und Hartmaterialblöcken |
-
1989
- 1989-11-02 DE DE19893936404 patent/DE3936404A1/de not_active Ceased
-
1990
- 1990-10-20 EP EP90120161A patent/EP0425952A1/fr not_active Withdrawn
- 1990-10-31 FI FI905375A patent/FI905375A0/fi not_active IP Right Cessation
- 1990-11-01 NO NO90904748A patent/NO904748L/no unknown
Patent Citations (5)
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 |
FR749606A (fr) * | 1933-01-27 | 1933-07-27 | Poutrelle en fer profilé | |
GB1566702A (en) * | 1976-09-22 | 1980-05-08 | Ti Metsec Ltd | Purlins |
GB2171731A (en) * | 1985-01-24 | 1986-09-03 | John Hayward | Improvements in structural members |
WO1989003920A1 (fr) * | 1987-10-23 | 1989-05-05 | Ortic Ab | Profile en tole |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US11927009B2 (en) | 2017-05-24 | 2024-03-12 | Saint-Gobain Placo | Corrugated construction element |
Also Published As
Publication number | Publication date |
---|---|
NO904748D0 (no) | 1990-11-01 |
NO904748L (no) | 1991-05-03 |
DE3936404A1 (de) | 1991-05-08 |
FI905375A0 (fi) | 1990-10-31 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
PUAI | Public reference made under article 153(3) epc to a published international application that has entered the european phase |
Free format text: ORIGINAL CODE: 0009012 |
|
AK | Designated contracting states |
Kind code of ref document: A1 Designated state(s): AT BE CH DE DK ES FR GB GR IT LI LU NL SE |
|
17P | Request for examination filed |
Effective date: 19911107 |
|
17Q | First examination report despatched |
Effective date: 19920717 |
|
STAA | Information on the status of an ep patent application or granted ep patent |
Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN |
|
18D | Application deemed to be withdrawn |
Effective date: 19930914 |