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
  • E04C2003/043—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 hollow cross-section comprising at least one enclosed cavity
• • 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

Definitions

• This invention relates to cold formed metal structural members and in particular longitudinal cold formed metal structural members that are not solid or uniform throughout their longitudinal cross-section.
• the technique does not enable aesthetic or corrosion resistant surface treatment (paint, galvanising, etc. ) to be achieved without additional subsequent processing.
• aesthetic or corrosion resistant surface treatment paint, galvanising, etc.
• the resultant structural properties of the end product are principally governed by the parent metal chemistry specified and the uniform and continuous longitudinal cross-section geometry of the member.
• the technique, and the structural members that result have the following disadvantages in relation to engineering, physical and structural effectiveness:
• the technique does not enable aesthetic or corrosion resistant surface treatment (paint, galvinising, etc. ) to be achieved without additional subsequent processing.
• the resultant structural properties of the end product are principally governed by the parent metal's physical and chemical specification, the amount of cold work performed and the uniform and continuous longitudinal cross-section geometry of the member. Similar to both of the above, the technique and structural members that result have the following disadvantages. 1) The technique only produces structural members that are continuous uniform throughout their longitudinal cross-section. The present invention aims to overcome all of the above disadvantages by providing a new concept in structural members which are not solid or uniform throughout their longitudinal cross-section and are produced by a technique which combines continuous cold bending and embosing of the member's outer walls.
• the resultant product comprises a thin heavily cold worked outer skin which encapsulates a reinforced centre cavity to stiffen and brace the member without contributing additional weight.
• the technique and the structural members that result have the following advantages over existing structural members. 1) major reductions in weight are achieved by the replacement of internal and central region metal with wall coined bracing.
• a hollow structural member having at least one depression in a wall of the member, the, or each, at least one depression abutting an opposing face of said member.
• the at least one depression comprises a plurality of depressions.
• the depressions are installed to provide internal bracing and stiffening to the member and act as a substitute for the solid internal and central regions in the case of member produced by the hot rolling technique. They also provide the source of additional cold work to improve the physical properties of the wall metal.
• the depressions are spaced regularly along the longitudinal direction of the member.
• the lintel bar 1 is a hollow section bar formed from cold rolled high strength steel sheet, although other alloys could be used, depending on the usage.
• the bar is formed of a single sheet of steel rolled into a thin walled hollow L shape.
• the overlapping section 20 may be welded, or left unwelded.
• the bar could, however, be manfactured from two or more strips of steel, if this were desired.
• the lintel is roll-formed by conventional techniques into the hollow L section and the first stage of the rolling mill rolls depressions 3 and protrusions 2 into the sheet.
• the rolling of the protrusions 2 and depressions 3 places sections of the sheet under tension or compression, enhancing the load bearing capability of the metal
• the protrusions 2 and depressions 3 are formed on the inner horizontal wall 4 and inner vertical wall 5, while outer walls 6 and 7 remain planar.
• the outer walls 6 and 7 could be deformed in a similar fashion.
• the depressions are formed so as to have a planar base 8 which abuts against the inner faces 9 and 10 of outer walls 6 and 7.
• the depressions 3 and protrusions 2 are, in this embodiment, aligned parallel to the longitudinal direction of the bar. However, depending on the intended use they could be positioned at various angles to the longitudinal direction, or even at 90 * thereto.
• protrusions and depressions are aligned along lines parallel to the bar longitudinal direction and repeat themselves at regular intervals.
• Protrusions 2a and 2c are aligned along one line 11 and protrusions 2b and 2d are aligned along another line 12.
• depressions 3a, 3b and 3c are aligned along a line 13 parallel to the lines 11, 12 of protrusion 2.
• protrusions 2a and 2b occur on respective lines 11 and 12 at equal distances from the end 14 of the bar 1, and protrusions 2c and 2d also occur at the same spacing from protrusions 2a and 2b respectively.
• protrusions repeat along respective lines 11 and 12 at regular intervals.
• depressions 3a, 3b and 3c are all spaced along line 13, parallel to the bar longitudinal direction.
• the depressions 3 are displaced axially relative to the protrusions 2 such that they overlap. This ensures that there are no lines of weakness generated perpendicular to the longitudinal direction.
• the length of the depressions 3 and their axial spacing, in this embodiment, are the same as that of the protrusions 2. However, if required, the axial length, spacing and/or relative position of the depressions can be altered compared to that of the protrusions. Even the relative positions of depressions 3 along lines 13 and 14, or protrusions
• protrusions 2a and 2b could only partially overlap, rather than fully as shown in the drawings.
• the depressions 30 are comprised of a first set 31 aligned parallel to the elongate direction of the member 29, while another set 32 are aligned at 90 * thereto.
• the first and second sets of depressions, 31, 32 alternate in both the elongate and transverse directions but do not overlap.
• Figure 6 there is shown a variation of the embodiment of Figure 5. In this embodiment, while still alternating transversly and longitudinally, the first and second sets of depressions 31, 32 overlap to create cross-shaped depressions 33.
• protrusions 2 and depressions 3 have been described with reference to the horizontal face 4 the above discussion applies equally to the vertical face. Furthermore it should be noted that the arrangement of protrusions 2 and depressions 3 on the vertical face 5 may be chosen independently of the arrangement on the horizontal face. Thus, as an example, protrusions/depressions on vertical face 5 may be alleged at 45° to the axial direction, but those on the horizontal face may be parallel to the axial direction.

Landscapes

• Engineering & Computer Science (AREA)
• Architecture (AREA)
• Civil Engineering (AREA)
• Structural Engineering (AREA)
• Rod-Shaped Construction Members (AREA)

Priority Applications (1)

Applications Claiming Priority (2)

Publications (1)

Family

ID=3774271

Family Applications (1)

Country Status (4)

Cited By (1)

Families Citing this family (2)

Citations (12)

Family Cites Families (1)

• 1990
  • 1990-07-26 EP EP19900910540 patent/EP0495779A4/en not_active Withdrawn
  • 1990-07-26 JP JP51062890A patent/JPH05502702A/ja active Pending
  • 1990-07-26 WO PCT/AU1990/000314 patent/WO1991005926A1/en not_active Application Discontinuation
  • 1990-07-26 CA CA002069310A patent/CA2069310A1/en not_active Abandoned

Patent Citations (12)

Non-Patent Citations (1)

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