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WO1986006431A1 - Produit en metal deploye - Google Patents

Produit en metal deploye Download PDF

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Publication number
WO1986006431A1
WO1986006431A1 PCT/US1985/000799 US8500799W WO8606431A1 WO 1986006431 A1 WO1986006431 A1 WO 1986006431A1 US 8500799 W US8500799 W US 8500799W WO 8606431 A1 WO8606431 A1 WO 8606431A1
Authority
WO
WIPO (PCT)
Prior art keywords
legs
folds
web
set forth
metal
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.)
Ceased
Application number
PCT/US1985/000799
Other languages
English (en)
Inventor
Richard Shirey
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Donn Inc
Original Assignee
Donn Inc
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
Priority to US06/563,995 priority Critical patent/US4545170A/en
Application filed by Donn Inc filed Critical Donn Inc
Priority to PCT/US1985/000799 priority patent/WO1986006431A1/fr
Priority to EP19850902743 priority patent/EP0221054A1/fr
Publication of WO1986006431A1 publication Critical patent/WO1986006431A1/fr
Anticipated expiration legal-status Critical
Ceased legal-status Critical Current

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
    • E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
    • E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
    • E04C3/083—Honeycomb girders; Girders with apertured solid web
    • 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
    • E04C2003/046—L- or T-shaped
    • 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

  • This invention relates generally to expanded metal products, and more particularly to a novel and improved, expanded metal and to novel and improved prod ⁇ ucts made from such expanded metal.
  • a novel and improved expanded metal structure is provided.
  • the expansion of such metal is accomplished without stretching or tearing of the metal, and provides arrays of legs which remain substantially in their origi ⁇ nal condition and shape.
  • the expansion is achieved by folding the metal without producing material weakness at such folds. Further, the folds are fully closed so that the arrays of legs are substantially coplanar.
  • the expanded metal is formed from sheets of metal cut or lanced with a pat ⁇ tern of overlapping curves, which, in the Illustrated embodiment, are portions of circles.
  • Such patterns pro ⁇ vide relatively short legs for the amount of expansion.
  • the short legs provide higher strength and improved stability of the expanded metal and the products manufac ⁇ tured therefrom.
  • the overlapping curved pattern provides legs which are relatively wide at their center, and such structure is material-e icient, since such wide portions are positioned in most instances at the midpoint of the products incorporating the expanded metal, and extend along the location of maximum bending stress.
  • the included angle between adjacent legs may be relatively small with the overlapping circular design.
  • the illustrated spacing produces an included angle of approximately 70 degrees between adjacent legs. Such arrangement provides good, efficient load-carrying capacity.
  • a novel and improved sheet metal stud of the type used in drywall construction is provided.
  • Such stud is generally U-shaped, providing spaced and substantially parallel flanges which attach directly to the drywall panels and a web of expanded metal in accordance with this invention joining the flanges.
  • the expanded metal is highly stable and is capable of handling sub ⁇ stantial compressive and bending forces, with the illus ⁇ trated structure the web functions to properly maintain the flange position both during the erection of the panels and studs and after the wall structure is com ⁇ pleted.
  • a novel and improved ceiling grid is provided which utilizes expanded metal, resulting in material sav ⁇ ings.
  • the stability provided by the expanded metal portion of the grid members renders the system satisfactory for conventional use while permitting sav ⁇ ings in the material required to produce the grid members.
  • a novel and improved wall bracket is provided which incorporates expanded metal to reduce material costs in the production of such brackets.
  • a novel and improved floor and ceiling channel structure is provided for drywall construction.
  • such generally U-shaped channels provide expanded metal webs to reduce material costs and parallel flanges inter ⁇ connected by such webs.
  • FIG. 1 is a fragmentary, perspective view of a metal drywall stud providing an expanded metal web struc ⁇ ture in accordance with the present invention
  • FIG. 2 is a fragmentary view of a strip of sheet metal which may be used to form the stud of FIG. 1 in its flat condition after it is lanced to permit expansion thereof but prior to the actual expanding operation;
  • FIG. 3 is a fragmentary view of the strip of metal of FIG. 2 after the expanding operation;
  • FIG. 4 is a side elevation of the stud of FIG. 1 which is finish-formed from the expanded metal strip of FIG. 3;
  • FIG. 5 is an end view of the stud, taken along line 5-5 of FIG. 4;
  • FIG. 6 is a plan view of an intersection track lanced with a double pattern prior to the expansion of the metal forming the web thereof;
  • FIG. 7 is an end view taken along line 7-7 of FIG. 6;
  • FIG. 8 illustrates the finished track of FIG. 6 after the metal is expanded
  • FIG. 10 is a fragmentary, perspective view of a suspension ceiling grid tee providing an expanded metal web in accordance with this invention.
  • FIG. 11 is a fragmentary, perspective view of a floor track providing an expanded metal web in accordance with this invention.
  • FIG. 12 is a fragmentary, perspective view of a wall bracket for a suspension ceiling incorporating an expanded metal web in accordance with the present inven ⁇ tion. DETAILED DESCRIPTION OF THE DRAWINGS
  • FIGS, i through 5 illustrate a preferred embodi ⁇ ment of a sheet metal drywall stud in accordance with this invention.
  • Such stud 10 includes a pair of opposed, parallel flanges 11 and 12 which are interconnected by an expanded metal web 13. At the extremities of the flanges 11 and 12, remote from the web 13, the metal forming the stud is bent inwardly to provide short stiffening tabs 14 and 16.
  • a stud is conventional in structure and is installed between parallel rows 17 and 18 of wall panels which may be, for example, drywall panels.
  • wall panels which may be, for example, drywall panels.
  • Such panels are illustrated In phantom in FIG. 1. in a typical installation, a joint 19 is provided between two edge-abutting panels 21 and 22, with the joint being located substantially midway along the width of the flange 11, and the flange 12 is secured to the panel 23 at a point spaced from the edges of such panel. Additional studs are generally located at the joints between the panel 23 and the next adjacent panels in the row 18.
  • the various panels are secured to the flanges by any suitable means, which may include sheet metal fasten ⁇ ers 24, which are driven through the panels and into the flanges to secure the panels to the flanges.
  • adhesive may be used to secure the panels to the flanges.
  • sheet metal screws 24 are used to secure the panels in place, it is customary to use a screw of the type which does not require a pre- drilled hole and which actually cuts or pierces a hole in the associated flange and then threads its way into the hole to form a threaded connection between the metal of the flange and the screw.
  • the material forming the web should not be stressed beyond its elastic limit so that once the screws are seated and the flanges returned to a parallel condition against the associated panels, the web 13 remains substantially planar and, in the illustrated embodiment, is contained in a plane per ⁇ pendicular to the plane of the panels on each side of the stud.
  • the stud is capable of resisting substantial forces against the wall panels without failure.
  • FIG. 2 illustrates a portion of the strip of metal 30 used to form ⁇ he stud 10.
  • Such strip of metal is lanced along overlapping curves 31 and 32, which in the illustrated embodiment are portions of circles of equal radius.
  • the curved lances 31 form a first array 35 of aligned lances extending to ends 33 which are spaced from the adjacent ends 33 and are centrally located within the curved lances 32 but spaced therefrom.
  • the curved lances 32 are aligned and form an array of lances each of which extends to an end 34, which are again spaced from each other and are positioned within the curves 31 but spaced therefrom.
  • the spacing between the ends 33 and the ends 34 is equal, and the spacing between the ends 33 and 34 from the curves 32 and 31, respectively, is equal.
  • the material forming the strip 30 is expanded by folding the material along fold lines 36 and 37.
  • the fold lines 36 extend between the ends 33 of the lances 31 and the fold lines 37 extend between the ends 34 of the lances 32.
  • the folding of the material causes the mater ⁇ ial along the fold lines to be bent through 180 degrees, and after the folding or bending operation is completed, the strip of material 30 assumes the condition illus ⁇ trated in FIG. 3. It should be noted that in such condi ⁇ tion, the strip of metal 30 has been laterally expanded a considerable amount.
  • the portions of the metal between adjacent parts of the lances 31 and 32 provide an array of legs 38 and lateral projections 39 and 41.
  • the pro ⁇ jections 39 are formed by the portions of the material between the lances 31 and the projections 41 are formed by the material between the lances 32.
  • the legs 38 extend between adjacent folds 36 and 37, and provide an angulated bridging connection between the two sides 42 and 43 of the expanded metal.
  • the projections 39 and 41 have concave curved edges and the legs 38 have convex curved edges which match the curved edges of the projections.
  • the folds 36 are aligned with each other and parallel to the line of folds 37.
  • the material forming the sheet 30 is not deformed to any material extent except at the folds 36 and 37. Therefore, the expansion of the metal does not create stresses, tears, or other weakening ' con ⁇ ditions so long as the metal thickness and properties are selected so that the metal can be bent through 180 degrees without appreciable weakening at the fold line.
  • the flanges 11 and 12 and the stiffening ribs 14 and 16 are formed subsequent to the expanding operation.
  • the folds at 36 and 37 are tightly formed so that the portion of the material 46 and 47 originally existing between the ends of the lances of one array and the adjacent portions of the lances of the other array extends back along the associated projecting portions 39 and 41 in substantially full contact therewith. Therefore, the overlapping por ⁇ tions provide two layers in engagement with each other. In fact, it is preferred to overbend each of the folds to ensure good contact along such overlapping portions.
  • the plane of the legs 38 is substantially coplanar with the plane of the unexpanded portions 42 and 43 on either side of the expanded portion of metal.
  • the thickness of the metal is exaggerated somewhat for purposes of illustration, but a drywall stud would nor ⁇ mally be formed of metal having a thickness in the order . of 0.022 inch, so the legs 38 and the remaining portions of the web are virtually coplanar and the expanded metal web is capable of resisting collapse even when subjected to substantial compressive forces. Further, such a web is also able to withstand substantial bending stress without permanent deformation and provides sufficient stability to absorb the forces applied to the flanges during the operation of driving the screws 24.
  • the length of the folds should be selected to provide sufficient strength to prevent appre ⁇ ciable opening of the fold under the bending stresses expected to be encountered.
  • such bending stresses applied to the flanges 12 do not tend to open the fold 36 because the stresses are in a direction tending to further close the fold, which is resisted by the portion 47.
  • the legs 46 and 47 may be suitably connected to the associated projec ⁇ tions 39 and 41 so as to resist bending of the projec ⁇ tions in their thinnest area or opening of the folds.
  • Such connection may be in any suitable manner, and can, for " example, be provided by an adhesive located between the overlapping portions, or by other suitable means such as welding, soldering, fasteners, or lance stitching, as illustrated in United States Letters Patent No. 4,394,794.
  • Such patent is incorporated herein by refer ⁇ ence to illustrate such lance stitching.
  • FIGS. 6 through 8 illustrate a channel-shaped member formed with an expanded metal web having multiple arrays of legs. Such a member is often used at the intersection between two walls.
  • Such expanded metal may be used in some products in which a greater amount of expansion is required and where the stresses applied to the products are not as severe. Such an arrangement, however, does provide a high degree of stability when compared to typical expanded metal.
  • the channel member again provides a pair of laterally spaced, substantially paral ⁇ lel flanges 51 and 52 which are joined by an expanded metal web 53.
  • the flanges are provided with an offset at 54 and a reverse bend at 56 so that the edges of the metal forming the channel extend back along the portions 57 toward the web 53.
  • the flanges 51 and 52 are formed prior to the expansion of the metal of the web 53.
  • the web 53 is lanced along arrays of curves 61, 62, 63, and 64.
  • the lances 61 through 64 are each portions of curves or circles having the same radius of curvature.
  • the lances 61 cooperate to form a first array 66 extending length ⁇ wise of the web.
  • the lances 62 nest with the lances 61 and form a second array 67.
  • the lances 63 and 64 respectively form arrays 68 and 69.
  • the material form ⁇ ing the web is folded between adjacent ends of adjacent lances within each array to expand the web to the condi ⁇ tion illustrated in FIG. 8.
  • a plurality of aligned folds 71 are provided at the adja ⁇ cent ends of the curved lances 61.
  • Additional folds 72 which are aligned with each other and parallel to the line of folds 71, are formed between the adjacent ends of the curved lances 62.
  • folds 73 are provided between the ends of the curved lances 63 and folds 74 are provided between the ends of the curved lances 64.
  • a first array of curved legs 76 diagonally connects between the folds 71 and 72 and a similar array of curved legs 77 connects between the folds 73 and 74.
  • Each of the arrays 76 and 77 is widest at its midpoint in a manner somewhat similar to the embodiment of FIGS. 1 through 5.
  • a center array of projections 78 interconnects the folds 72 and 74. In this instance, the edges of the lateral projections 78 of the array are concavely curved. Because multiple arrays of interconnecting legs are provided, this embodiment does not provide the same degree of stability as the embodiment of FIGS. 1 through 5, but may be used to produce products which are not subjected to as high stress. For example, the particular channel illustrated in FIGS.
  • 6 through 9 is an intersecting channel normally installed at the intersection between two walls.
  • the "web 53 is mounted directly on a wall and is supported thereby.
  • the bending stresses are in a direction tending to close the bends 71 or 74, as the case may be. Therefore, the overlapping portions adja ⁇ cent to such bends provide additional strength to resist such stresses.
  • the material of the expanded metal web is not distorted appreciably during the expand ⁇ ing operation and the various portions are again substan ⁇ tially coplanar.
  • the thickness of the metal has been exaggerated and is normally such that the various parts of the web are virtually coplanar.
  • FIG. 10 illustrates a typical grid tee for use in suspension ceiling grid systems formed with an expanded metal web in accordance with this invention.
  • the web is expanded with the same struc ⁇ ture as the embodiment of FIGS. 1 through 5, and provides a single array of legs 81 diagonally connecting adjacent folds 82 and 83.
  • oppositely extending flanges 84 and 86 are formed along one side of the expanded metal web 87 and a bulb 88 is provided along the opposite edge.
  • a grid tee of this type is of particular advantage in that the web of the grid tee is not sub ⁇ jected to any substantial stress, but functions primarily from a strength standpoint to merely hold the flanges and the bulb in a fixed position with respect to each other. Because the metal forming the web, however, is expanded, the material requirement for producing the entire grid tee is reduced substantially, thus reducing the manufac ⁇ turing costs of the tee.
  • such a floor track is secured to the floor structure by suitable fasteners which are driven through the web at intervals along the length of the track. Since the stud is secured to a floor structure, any lateral forces applied to the flanges in either direction are well- resisted because the floor itself assists in resisting bending of the web. Therefore, sufficient strength and stability are provided to support all forces normally encountered in such an installation.
  • FIG. 12 illustrates a wall molding for suspen ⁇ sion ceilings having web 96 formed of expanded metal similar to the expanded metal of the embodiment of FIGS. 1 i 5.
  • Such molding provides a lower flange 97 which supports the ends of grid tees and the adjacent edges of ceiling panels.
  • An upper flange 98 is provided so that hold-down clips can be installed.
  • Such a molding is usually installed with the web against the wall by driv ⁇ ing fasteners through the web.
  • the expanded metal is provided in the web section and that the flanges or bulbs extending along the opposite sides of the web are uninterrupted by the expanded metal lances.
  • Such a structure is -preferred in most instances because the junction between the edge portion, such as the flanges and the bulb, provides a bend extending in an uninterrupted manner.
  • the lances can be formed in that portion of the material used to produce the product which is bent to provide a flange or bulb or other structural shape.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

Métal déployé nouveau et amélioré, ainsi que produits nouveaux et améliorés formés de ce métal déployé. Le métal déployé est façonné dans une pièce de tôle incisée (31, 32) pour former des rangées de cavités de sorte que lorsque le métal est déployé, des jambages diagonaux (38) sont connectés à la partie restante de la tôle par des plis (36, 37). Après l'opération de déployage, les jambages sont coplanaires par rapport aux parties adjacentes de la pièce de tôle, la seule déformation matérielle du métal survenant le long des plis. Les jambages illustrés et les protubérances adjacentes (39, 41) connectées aux jambages par des plis sont courbés de sorte que le centre des jambages a une largeur maximale. Le métal déployé est illustré incorporé à plusieurs types d'éléments de charpente utilisés pour soutenir des panneaux intérieurs de structures de bâtiments, tels que des montants (10) et des rails de plancher pour constructions en pierres sèches, des rails d'intersection, des grilles en T pour des plafonds suspendus et des éléments de moulage de murs pour plafonds suspendus.
PCT/US1985/000799 1983-12-21 1985-05-02 Produit en metal deploye Ceased WO1986006431A1 (fr)

Priority Applications (3)

Application Number Priority Date Filing Date Title
US06/563,995 US4545170A (en) 1983-12-21 1983-12-21 Expanded metal products
PCT/US1985/000799 WO1986006431A1 (fr) 1985-05-02 1985-05-02 Produit en metal deploye
EP19850902743 EP0221054A1 (fr) 1985-05-02 1985-05-02 Produit en metal deploye

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PCT/US1985/000799 WO1986006431A1 (fr) 1985-05-02 1985-05-02 Produit en metal deploye

Publications (1)

Publication Number Publication Date
WO1986006431A1 true WO1986006431A1 (fr) 1986-11-06

Family

ID=22188667

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/US1985/000799 Ceased WO1986006431A1 (fr) 1983-12-21 1985-05-02 Produit en metal deploye

Country Status (2)

Country Link
EP (1) EP0221054A1 (fr)
WO (1) WO1986006431A1 (fr)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2004055289A1 (fr) * 2002-12-18 2004-07-01 Protektorwerk Florez Maisch Gmbh & Co. Kg Element metallique plat et element profile
EP1760215A1 (fr) * 2005-09-01 2007-03-07 José Rojas Ubilla Élément de construction formé d'une tôle
WO2011038860A1 (fr) * 2009-10-01 2011-04-07 Protektorwerk Florenz Maisch Gmbh & Co. Kg Élément profilé et procédé de fabrication d'un élément profilé
US8739491B2 (en) 2009-10-01 2014-06-03 Protektorwerk Florenz Maisch Gmbh & Co. Kg Thin-walled, cold formed lightweight structural profile element and method for producing such a profile element

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1953657A (en) * 1931-08-22 1934-04-03 Harry C Pierce Grating
US3112533A (en) * 1960-05-02 1963-12-03 Hauer Erwin Franz Wall construction
US3279043A (en) * 1962-03-07 1966-10-18 Garrett Corp Permeable sheet metal and method of making same
US3287873A (en) * 1964-01-20 1966-11-29 Mcdaill Laura Light regulating panel screen
US4021985A (en) * 1975-12-08 1977-05-10 Deaton Charles U Illuminator grids and method of forming baffles therefor
US4478901A (en) * 1982-11-29 1984-10-23 Teknor Apex Company Floor mat construction

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1953657A (en) * 1931-08-22 1934-04-03 Harry C Pierce Grating
US3112533A (en) * 1960-05-02 1963-12-03 Hauer Erwin Franz Wall construction
US3279043A (en) * 1962-03-07 1966-10-18 Garrett Corp Permeable sheet metal and method of making same
US3287873A (en) * 1964-01-20 1966-11-29 Mcdaill Laura Light regulating panel screen
US4021985A (en) * 1975-12-08 1977-05-10 Deaton Charles U Illuminator grids and method of forming baffles therefor
US4478901A (en) * 1982-11-29 1984-10-23 Teknor Apex Company Floor mat construction

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2004055289A1 (fr) * 2002-12-18 2004-07-01 Protektorwerk Florez Maisch Gmbh & Co. Kg Element metallique plat et element profile
EP1724409A1 (fr) 2002-12-18 2006-11-22 Protektorwerk Florenz Maisch GmbH & Co. KG Élément métallique plat et élément profilé
AU2003292114B2 (en) * 2002-12-18 2007-11-29 Protektorwerk Florez Maisch Gmbh & Co. Kg Planar metal element and profile element
AU2003292114C1 (en) * 2002-12-18 2009-12-03 Protektorwerk Florez Maisch Gmbh & Co. Kg Planar metal element and profile element
US7820302B2 (en) 2002-12-18 2010-10-26 Protektorwerk Florenz Maisch Gmbh & Co. Kg Planar metal element and profile element
HRP20050561B1 (hr) * 2002-12-18 2012-07-31 Protektorwerk@Florenz@Maisch@GmbH@@@Co@@KG Ravni metalni element i profilni element
HRP20090399B1 (hr) * 2002-12-18 2014-01-31 Protektorwerk Florenz Maisch Gmbh & Co. Kg Ravni metalni element i profilni element
EP1760215A1 (fr) * 2005-09-01 2007-03-07 José Rojas Ubilla Élément de construction formé d'une tôle
WO2011038860A1 (fr) * 2009-10-01 2011-04-07 Protektorwerk Florenz Maisch Gmbh & Co. Kg Élément profilé et procédé de fabrication d'un élément profilé
US8739491B2 (en) 2009-10-01 2014-06-03 Protektorwerk Florenz Maisch Gmbh & Co. Kg Thin-walled, cold formed lightweight structural profile element and method for producing such a profile element

Also Published As

Publication number Publication date
EP0221054A1 (fr) 1987-05-13

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