초록 ▼

In a system and a method for erecting a structure, the walls of the structure are securely interconnected with a foundation, such as, a concrete slab or footing. The system includes a laminated shear panel formed by bonding a thin shear layer (e.g., a layer of sheet steel or other suitable high-stre

In a system and a method for erecting a structure, the walls of the structure are securely interconnected with a foundation, such as, a concrete slab or footing. The system includes a laminated shear panel formed by bonding a thin shear layer (e.g., a layer of sheet steel or other suitable high-strength material) to a surface of a non-structural layer. The thin shear layer has one dimension longer than the non-structural sheet so that a tab of the shear layer extends from one edge of the non-structural sheet. The shear panel is mounted on the exterior walls of a structure with the panel secured to the vertical studs of the wall and with the extended tab secured to the foundation. The shear panel binds the walls of the structure to the foundation to inhibit the walls from lifting or shifting during high wind conditions.

대표청구항 ▼

We claim: 1. A wind-resistant studded wall for a structure comprising: a horizontal mudsill mounted on a foundation; a plurality of vertical studs mounted on the mudsill; and a shear panel mounted on a portion of the studs, the shear panel comprising an outer non-structural layer and an inner shear

We claim: 1. A wind-resistant studded wall for a structure comprising: a horizontal mudsill mounted on a foundation; a plurality of vertical studs mounted on the mudsill; and a shear panel mounted on a portion of the studs, the shear panel comprising an outer non-structural layer and an inner shear layer, the outer non-structural layer having first and second surfaces defined between a first edge, a second edge, a third edge and a fourth edge, the inner shear layer comprising a high-strength material having first and second surfaces defined between a first edge, a second edge, a third edge and a fourth edge, a first portion of the first surface of a first portion of the shear layer bonded to the second surface of the non-structural layer with the first edge of the shear layer positioned proximate the first edge of the non-structural layer, the second edge of the shear layer positioned proximate the second edge of the non-structural layer, the third edge of the shear layer positioned proximate the third edge of the non-structural layer, and the fourth edge of the shear layer extending beyond the fourth edge of the non-structural layer to form an unbonded tab portion of the shear layer, the non-structural layer sized to mount on the studs above the foundation with the first portion of the shear layer between the non-structural layer and the studs and with the unbonded tab portion of the shear layer extending below the non-structural layer and proximate to a side of the foundation, the upper portion of the shear layer secured to the vertical studs with fasteners passing through the non-structural layer, the unbonded tab portion of the shear layer secured directly to the foundation with a plurality of fasteners passing through the unbonded tab portion. 2. The wind-resistant studded wall as defined in claim 1, wherein the shear layer comprises sheet steel having a thickness in a range of approximately 0.015 inch to approximately 0.060 inch. 3. The wind-resistant studded wall as defined in claim 1, wherein the shear layer comprises sheet steel having a thickness in a range of approximately 0.0179 inch to approximately 0.0389 inch. 4. The wind-resistant studded wall as defined in claim 1, wherein the shear layer comprises sheet steel having a thickness of approximately 0.027 inch. 5. The wind-resistant studded wall as defined in claim 1, wherein the shear layer comprises galvanized sheet steel. 6. The wind-resistant studded wall as defined in claim 1, wherein the non-structural layer is substantially rigid and has a thickness in a range of approximately 0.0625 inch to approximately 0.25 inch. 7. The wind-resistant studded wall as defined in claim 1, wherein the non-structural layer is substantially rigid and has a thickness in a range of approximately 0.0625 inch to approximately 0.1875 inch. 8. The wind-resistant studded wall as defined in claim 1, wherein the non-structural layer is substantially rigid and has a thickness in a range of approximately 0.125 inch. 9. The wind-resistant studded wall as defined in claim 1, wherein the non-structural layer comprises a medium density fiber board. 10. The wind-resistant studded wall as defined in claim 1, wherein the non-structural layer comprises plywood. 11. The wind-resistant studded wall as defined in claim 1, wherein the non-structural layer comprises magnesium-oxide board. 12. The wind-resistant studded wall as defined in claim 1, wherein the shear layer is bonded to the non-structural layer by an adhesive. 13. The wind-resistant studded wall as defined in claim 1, wherein the vertical studs comprise wood. 14. The wind-resistant studded wall as defined in claim 1, wherein the vertical studs comprise steel. 15. A method of constructing a section of a studded wall system resistant to uplift from wind comprising: erecting a plurality of vertical studs secured to a mudsill resting on a foundation; securing a shear panel to the vertical studs, the shear panel comprising: an outer non-structural layer having first and second surfaces defined between a first edge, a second edge, a third edge and a fourth edge; and an inner shear layer comprising a high-strength material having first and second surfaces defined between a first edge, a second edge, a third edge and a fourth edge, a first portion of the first surface of the shear layer bonded to the second surface of the non-structural layer with the first edge of the shear layer positioned proximate the first edge of the non-structural layer, the second edge of the shear layer positioned proximate the second edge of the non-structural layer, the third edge of the shear layer positioned proximate the third edge of the non-structural layer, and the fourth edge of the shear layer extending beyond the fourth edge of the non-structural layer to form an unbonded tab portion of the shear layer; and securing the unbonded portion of the shear layer directly to the foundation with a plurality of fasteners to restrain vertical and lateral movement of the section of the studded wall system. 16. The method as defined in claim 15, wherein the vertical studs comprise wood. 17. The method as defined in claim 15, wherein the vertical studs comprise steel.