Structural stud

• US 9,593,483 B2
• Filed: 06/13/2016
• Issued: 03/14/2017
• Est. Priority Date: 02/10/2006
• Status: Expired due to Fees

• Current Assignee: Hi-Tech Tilt Intellectual Property Management, Inc.
• Original Assignee: Hi-Tech Tilt Intellectual Property Management, Inc.
• Inventors: Medina, Jose, Valls, Kenneth, Valle, John, Guajardo, Abdiel
• Primary Examiner(s): Figueroa, Adriana
• Assistant Examiner(s): FONSECA, JESSIE T
• Application Number:
  US15/181,402
• Publication Number:
  US 20160348366A1
• Time in Patent Office: 274 Days
• US Class Current: 1/1
• CPC Class Codes: E04B 2/58 with elongated members of metal
• CPC Class Codes: E04B 2/60 characterised by special cross-section of the elongated members
• CPC Class Codes: E04B 2/845 the form leaf comprising a wire netting, lattice or the like
• CPC Class Codes: E04B 2103/02 of ceramics, concrete or other stone-like material
• CPC Class Codes: E04B 2103/06 of metal
• CPC Class Codes: E04C 2/044 of concrete E04C2/049 takes precedence
• CPC Class Codes: E04C 2/06 reinforced
• CPC Class Codes: E04C 2/08 of metal, e.g. sheet metal E04C2/26 takes precedence
• CPC Class Codes: E04C 2/28 combinations of materials fully covered by groups E04C2/04 and E04C2/08
• CPC Class Codes: E04C 2/30 characterised by the shape or structure translucent E04C2/54
• CPC Class Codes: E04C 2/46 specially adapted for making walls E04C2/52, E04C2/54 take precedence; structure of slab-shaped elements E04B1/02; walls of elements of relatively thin form E04B2/72
• CPC Class Codes: E04C 2003/0473 U- or C-shaped
• CPC Class Codes: E04C 3/07 at least partly of bent or otherwise deformed strip- or sheet-like material
• CPC Class Codes: E04C 3/32 of metal E04C3/36 takes precedence
• CPC Class Codes: E04C 5/04 Mats combined with reinforcing elements protruding out of the plane of the mat E04C5/0627; three-dimensional mats E04C5/0636; bases for plaster E04F13/04
• CPC Class Codes: Y10T 29/49632 Metal reinforcement member for nonmetallic, e.g., concrete, structural element

Abstract

A panel includes structural studs, each of the structural studs includes a central longitudinal axis, a baseplate, and a sidewall extending from the baseplate, and tabs punched out of the sidewall, each of the tabs including a tab leg that is connected to the sidewall at one end of the tab leg, and that projects outwardly from the sidewall, and a tab foot extending from the tab leg and curving in a direction that is toward a plane extending perpendicular to the central longitudinal axis through the one end of the tab leg, and away from a hole in the sidewall created by the tab being punched out of the sidewall, wherein the hole is defined by a base side and a top side, the base side has a greater length than the top side, and the tab leg the extends from the base side.

Claims

1. A panel comprising:

a plurality of structural studs, each of the plurality of structural studs comprising;

a central longitudinal axis, a baseplate, and a sidewall extending from the baseplate; and

a plurality of tabs punched out of the sidewall, each of the plurality of tabs comprising;

a tab leg that is substantially planar and is connected to the sidewall at one end of the tab leg of each of the plurality of tabs, and that projects outwardly from the sidewall at an angle of less than 90 degrees to the sidewall; and

a tab foot extending from the tab leg of each of the plurality of tabs and curving in a direction that is (i) toward a plane extending perpendicular to the central longitudinal axis through the one end of the tab leg of each of the plurality of tabs, and (ii) away from a hole in the sidewall created by the tab being punched out of the sidewall,

wherein the hole is defined by a base side and a top side, the base side has a greater length than the top side, and the tab leg of each of the plurality of tabs the extends from the base side,

wherein the tabs of each of the plurality of the structural studs comprises a first tab and a second tab,

wherein one of the first tab and the second tab of each stud being a vertical tab and the other of the first and second tabs of each stud being a horizontal tab;

a total surface area of the holes created by the tabs is greater than about 10% of the total surface area of the sidewall; and

wherein the tabs of the plurality of structural studs and a structural mesh is embedded in concrete with the tab foot of each tab curving in the direction that is away from the respective hole in the respective sidewall created by the tab punched out of the respective sidewall, and with the baseplates not embedded in the concrete,

wherein each of the plurality of structural studs further comprises steel, a distance between a center of successive vertical and horizontal holes is less than about six inches, a width of the baseplate is about 6 inches, a width of the sidewall is about 2 inches.

2. The panel of claim 1, further comprising:

at least one lifting anchor embedded in the concrete with the plurality of structural studs and the structural mesh.

3. The panel of claim 2, further comprising:

at least one support anchor embedded in the concrete with the plurality of structural studs and the structural mesh.

4. The panel of claim 2, wherein the end of the tab leg of each vertical tab that is connected to the respective sidewall is substantially perpendicular to the end of the tab leg of each horizontal tab that is connected to the respective sidewall.

5. The panel of claim 1, wherein each of the plurality of structural studs further comprise:

16 gauge in thickness.

6. The panel of claim 5, wherein each of the plurality of structural studs further comprise:

a tensile strength of 50 ksi.

7. A panel comprising:

a plurality of structural studs, each of the plurality of structural studs comprising;

a central longitudinal axis, a baseplate, and a sidewall extending from the baseplate; and

a plurality of tabs punched out of the sidewall, each of the tabs comprising;

a tab leg that is connected to the sidewall at one end of the tab leg, and that projects outwardly from the sidewall at an angle of less than 90 degrees to the sidewall; and

a tab foot extending from the tab leg and curving in a direction that is (i) toward a plane extending perpendicular to the central longitudinal axis through the one end of the tab leg, and (ii) away from a hole in the sidewall created by the tab being punched out of the sidewall,

wherein the hole is defined by a base side and a top side, the base side has a greater length than the top side, and the tab leg the extends from the base side,

wherein the tabs of each of the plurality of the structural studs comprises a first tab and a second tab,

wherein one of the first tab and the second tab of each stud being a vertical tab and the other of the first and second tab of each stud being a horizontal tab;

a total surface area of the holes created by the tabs is greater than about 10% of the total surface area of the sidewall; and

wherein the tabs of the plurality of structural studs and a structural mesh are embedded with the tab foot of each tab curving in the direction that is away from the respective hole in the respective sidewall created by the tab punched out of the respective sidewall,

wherein each of the plurality of structural studs further comprises steel, a distance between a center of successive vertical and horizontal holes is less than about six inches, a width of the baseplate is about 6 inches, a width of the sidewall is about 2 inches.

8. The panel of claim 7, wherein the end of the tab leg of each vertical tab that is connected to the respective sidewall is substantially perpendicular to the end of the tab leg of each horizontal tab that is connected to the respective sidewall.

9. The panel of claim 7, wherein each of the plurality of structural studs further comprise:

16 gauge in thickness.

10. The panel of claim 9, wherein each of the plurality of structural studs further comprise:

a tensile strength of 50 ksi.

11. The panel of claim 7, wherein the each tab leg is substantially planar.

12. The panel of claim 7, wherein the tabs of the plurality of structural studs and a structural mesh are embedded in concrete.

13. The panel of claim 12, wherein the baseplates are not embedded in the concrete.

14. The panel of claim 12, further comprising:

at least one lifting anchor is embedded in the concrete with the plurality of structural studs and the structural mesh.