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US4619131A Expired / Lapsed US ⏱️ 0.0 years remaining

Method for bending sheets

Assignee: Individual
•
Filing: 1980-07-07
•
Granted: 1986-10-28
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Expires: 2000-07-07
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Abstract

Abstract In a process of bending sheet metal elements having a sectional shape which is continuous in one direction, longitudinal beads are formed or existing beads are enlarged in the sheet element as it is bent at least in the region in which the bending results in an upsetting of material, i.e., in the region in which the sheet metal element is subjected to compressive stress.

Inventors

  • 👤 Hans Zeman

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-09 01:18
CPC Classifications
B; B21; B21D; B21D5/00; B21D5/14

Claims Analysis

Total Claims: 3
Claim 1
Independent Claim 251 words
A process for bending a sheet metal element into an elongated self-supporting sheet metal construction panel, having inside and outside surfaces, a longitudinal axis and a transverse sectional shape continuous in the direction of the longitudinal axis, said transverse sectional shape comprising at least one trapezium section having rectilinearly arranged walls forming inner and outer beams and webs connecting the beams with the webs forming nonparallel walls and a web connecting an inner and outer beam, the height of the trapezium section being the distance between an inner and an outer beam, comprising the steps of providing a pair of rolls including a stationary roll and an adjustable roll, and at least one adjustable bending roll disposed in front or behind said pair of rolls, each of said rolls having a profile surface which corresponds to the sectional shape of the sheet metal, feeding said panel through said rolls and bending said sheet metal panel, from one end to the other in its longitudinal direction to bend, the beams and webs of said panel continuously about an axis normal to the height of said trapezium section thereby placing said sheet metal element in compressive stress, and simultaneously forming continuous longitudinal beads within said panel parallel to said longitudinal axis between those beams and webs in which the bending occurs by said pair of rolls and where upsetting of material subjected to compressive stress occurs, existing beads in any of those beams and webs being enlarged and reinforced in a form-locking manner.
Claim 2
Dependent Claim 251 words
A process for bending a sheet metal element into an elongated self-supporting sheet metal construction panel, having inside and outside surfaces, a longitudinal axis and a transverse sectional shape continuous in the direction of the longitudinal axis, said transverse sectional shape comprising at least one trapezium section having rectilinearly arranged walls forming inner and outer beams and webs connecting the beams with the webs forming nonparallel walls and a web connecting an inner and outer beam, the height of the trapezium section being the distance between an inner and an outer beam, comprising the steps of providing a pair of rolls including a stationary roll and an adjustable roll, and at least one adjustable bending roll disposed in front or behind said pair of rolls, each of said rolls having a profile surface which corresponds to the sectional shape of the sheet metal, feeding said panel through said rolls and bending said sheet metal panel, from one end to the other in its longitudinal direction to bend, the beams and webs of said panel continuously about an axis normal to the height of said trapezium section thereby placing said sheet metal element in compressive stress, and simultaneously forming continuous longitudinal beads within said panel parallel to said longitudinal axis between those beams and webs in which the bending occurs by said pair of rolls and where upsetting of material subjected to compressive stress occurs, existing beads in any of those beams and webs being enlarged and reinforced in a form-locking manner.
Claim 3
Dependent Claim 31 words
The process of claim 1, characterized in that a bead is formed at the center of each of the outer and inner beams and in each web of the sheet metal.

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1989-10-27 1990-04-28 1990-10-28 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1993-10-27 1994-04-28 1994-10-28 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1997-10-27 1998-04-28 1998-10-28 $7700.00 Window Closed / Lapsed

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