Cold-formed steel support wall and method of installation
Abstract
A cold-formed steel support wall (CFSSW) is a light gauge steel framed wall section designed to support a structure by transferring the load from the floor system to points of contact at the top of pile caps or footings. A typical pile is wood with a concrete pile cap or helical steel pile, with or without, reinforcing concrete, or any other pile best suited for the soil conditions. A supporting wall typically makes continuous contact with a concrete grade beam. The CFSSW wall eliminates the need for a grade beam by spanning from pile cap to pile cap or footing to footing without making direct contact with the soil.
Claims
exact text as granted — not AI-modified1 . A method of installing a cold-formed steel support wall system comprising:
providing a plurality of cold-formed steel support wall sections; connecting the plurality of cold-formed steel support wall sections to one another at predetermined locations; connecting bottoms of the plurality of cold-formed steel support wall sections to tops of exposed pile caps or footings; and connecting tops of the plurality of cold-formed steel support wall sections to a bottom of a floor of a structure, wherein a positive connection is created from the tops of the pile caps or footings to the structure using the plurality of cold-formed steel support wall sections in a manner that eliminates and or significantly reduces the need for concrete commonly used in a foundation.
2 . The method of claim 1 , further comprising attaching the plurality of cold-formed steel support wall sections to one another using fasteners.
3 . The method of claim 1 , further comprising attaching the plurality of cold-formed steel support wall sections to the tops of the pile caps or footings protruding from a grade of soil.
4 . The method of claim 3 , wherein the plurality of cold-formed steel support wall sections are attached using bolts extending from bottoms of chords of the plurality of cold-formed steel support wall sections to load transfer devices at tops of steel helical piles.
5 . The method of claim 3 , wherein the plurality of cold-formed steel support wall sections are attached using bolts extending from bottoms of chords of the plurality of cold-formed steel support wall sections to a cast in place bolt provided at a top of a concrete mass that encapsulates butts of friction piles made of wood, fiberglass, concrete, or other suitable material for soil conditions.
6 . The method of claim 3 , wherein the plurality of cold-formed steel support wall sections are attached using bolts extending from bottoms of chords of the plurality of cold-formed steel support wall sections to a hold down bolt provided at a top of a concrete mass which encapsulates butts of friction piles made of wood, fiberglass, concrete, or other suitable material for soil conditions.
7 . The method of claim 1 , wherein the plurality of cold-formed steel support wall sections are operably connected to the exposed pile caps or footings such that reversing the method of assembly severs the connection between the plurality of cold-formed steel support wall sections and the exposed pile caps or footings for subsequent re-use of the plurality of cold-formed steel support wall sections.
8 . The method of claim 1 , further comprising covering the plurality of cold-formed steel support wall sections with a cement fiber industry siding product.
9 . The method of claim 8 , wherein the covering is comprised of prefabricated decorative panels composed of reconstituted marble, granite and other stone product.
10 . The method of claim 8 , wherein the covering is comprised of a high density polymer product.
11 . The method of claim 8 , wherein the covering is comprised of a stucco exterior finish.
12 . The method of claim 8 , wherein the covering is comprised of a wood industry siding product.
13 . The method of claim 2 , providing access panels at predetermined locations for use of installation and maintenance by other trades, such as plumbers and electricians under the structure.
14 . A cold-formed steel support wall system comprising:
a plurality of cold-formed steel support wall sections connected to one another at predetermined locations; a plurality of pile caps or footings connected to the plurality of cold-formed steel support wall sections; a floor of a structure connected to the plurality of cold-formed steel support wall sections, wherein a top portion of the plurality of pile caps or footings are connected to a bottom portion of the plurality of cold-formed steel support wall sections, and wherein a bottom portion of the floor of the structure is connected to a top portion of the plurality of cold-formed steel support wall sections.
15 . The system of claim 14 , further comprising a plurality of fasteners configured for connecting the plurality of cold-formed steel support wall sections to one another.
16 . The system of claim 14 , wherein the top portion of the plurality of pile caps or footings protrude from a grade of soil.
17 . The system of claim 16 , further comprising a plurality of bolts extending from a plurality of chords of the plurality of cold-formed steel support wall sections to a cast in place bolt or a hold down bolt provided at a top portion of a concrete mass encapsulating butts of friction piles made of wood, fiberglass, concrete, or other suitable material for soil conditions.
18 . The system of claim 14 , further comprising a cement-fiber industry siding cover for the plurality of cold-formed steel support wall sections.
19 . The system of claim 18 , wherein the cover comprises at least one of prefabricated decorative panels including reconstituted marble, granite and other stone product, a high density polymer product, a stucco exterior finish, or a wood industry siding product.
20 . The system of claim 15 , further comprising access panels at predetermined locations configured to provide access points during installation and maintenance.Join the waitlist — get patent alerts
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