초록

Embodiments of a structural stud and panel for use in building a tilt-wall building are disclosed. Devices and methods for forming structural studs and panels are also disclosed.

대표청구항 ▼

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; anda plurality of tabs punched out of the sidewall, each of the plurality of tabs comprising: a tab leg

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; anda 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; anda 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; andwherein 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 having a gauge in a range of 8 to 20, the steel having a tensile strength in a range of 33 to 55 ksi, 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; anda 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; anda 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 ab,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; andwherein 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 having a gauge in a range of 8 to 20, the steel having a tensile strength in a range of 33 to 55 ksi, 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.