This Invention relates generally to fasteners and more particularly to fasteners detailed to anchor in steel studs supporting walls in buildings.
This Application describes how the structure of the novel steel stud anchor fastener constituting the Invention alters millwork, wall cladding, and steel stud to form a load-bearing mate. “Millwork” refers to a plurality of wooden wall furnishings, including cabinets. “Wall cladding” refers to a plurality of generally planar materials fastened vertically to vertical support studs, exemplified by gypsum wallboard. “Steel studs” are vertical struts formed by the folding of sheet metal to resist bending. When fastened from floor to upper beam, said steel studs form walls to which wall cladding, generally gypsum wallboard, and millwork, such as cabinets, are applied. An “anchor” refers to a fastener that forms a mate with a substrate to bear a load. The “mate” refers to the piercing and threading into a substrate of the threaded fastener, also called “screw”, exemplified by a screw mated to a wall by driving it in with a screwdriver, manual or power-driven. “Linear” describes the relationship of a dependent variable increasing in a straight line function with an increase in the independent variable, “non-linear” refers to said relationship function described by a curve.
A plurality of threaded fasteners exist. Said fasteners are distinguished by “tightening features”, “shaft profile”, “thread pitch”, “thread profile”, “materials”, and terminal “piercing” and “cutting” features. “Tightening features” include a plurality of geometries into which a drive bit is fitted to enable rotation of the screw head, said screw head being a flanged accoutrement crowning a threaded shaft. The “shaft profile” itself describes the change of diameter of the shaft down the length of the shaft. Said shaft profile can be a meeting of two straight lines, a “linear” shaft, or two curves, a “non-linear” shaft. Generally conical shafts equipped with helical threads will translate a rotational force applied to the head into a perpendicular linear displacement into the material to which the fastener is applied. The “thread pitch” describes the number of rotations of the thread per linear unit of shaft length. An “aggressive” thread has a widely spaced helical ridge. Thread can be “linear”, that is, unchanging along the length of the shaft, or “non-linear”, wherein the thread count varies along the long axis of the fastener shaft. “Thread profile”, the cross-sectional shape and dimensions of the thread ridge as it winds around the shaft, can be uniform or non-uniform along the thread helix. Changing thread pitch and thread profile along the shaft can result in different qualities of mate between the fastener and the material being fastened into. The choice of “materials” can affect the hardness, brittleness, and tensile strength of the fastener, all of which will determine the quality of the mate with the substrate into which the fastener is fastened. Finally, at the terminal point of the shaft a plurality of “cutting” features and “piercing” features can be incorporated to add the entry of the fastener into the substrate. Said cutting and piercing features are affected by materials and geometry. In this Application, the metal alloy described is zinc, hardened by the Iosso hardening process, allowing for diecasting of the fasteners instead of machining as necessary with stainless steel fasteners. This Application describes an Invention in which these variables are configured such that the resulting fastener provides an anchor in steel studs when said fastener is drilled into a layering of millwork, wall cladding, and steel stud. Predrilling a hole is also possible.
Lopez (U.S. Pat. No. 4,473,984: Oct. 2, 1984) presents a threaded stud that is meant to penetrate any masonry, wood, or steel stud wall to present a loop transverse to the stud thread helix emanating from the wall said threaded stud has penetrated. While no claims or description are made of the threaded stud, the patent specification does identify that the manner of thread and cutters can influence the thread mate. Diagrams for this patent indicate a threaded stud or shaft that is identical in cross-section from base to just before the conical pointed tip. Non-linear shaft profiles, non-linear thread pitch progressions, non-uniform progression of thread profile are all not discussed in terms of their influence on mate between the anchor and the wall. Bui (U.S. Pat. No. 8,601,763: Dec. 10, 2013) describes a novelty specific to the metal studs discussed in this Application. Bui describes a rivet to be applied between ribs of a steel stud into screws supported a concrete panel can be drilled. This static implementation of a mate in the steel stud itself presupposes the ability to find this mate rivet when hanging the wall cladding to the steel studs.
Katsumi (U.S. Pat. Appln. 20060228186: Oct. 12, 2006) presents a self-tapping stainless steel screw with a built-in fracture line to remove the drill head when drilling steel sheets for rooves and walls. What the steel sheets are being affixed to is not specified. No special attention is given to the thread, the thread profile, and the shaft profile, and the material used is not zinc.
Accordingly, it is an objection of this invention to at least partially overcome some of the disadvantages of the prior art.
The present arrangement utilizes a helically threaded generally conical fastener equipped with tightening features in the head and piercing features in the point that enable the fastener to be drilled through a wall and anchor to the steel stud supporting said wall. Pre-drilling a hole in preparation to drilling the anchor into the wall is also an installation option for this anchor.
More particularly, a fastener is provided for anchoring perpendicularly into vertical steel studs supporting wall cladding, and, optionally, millwork. The fastener has a head equipped with tightening features arranged around an inner void. Said tightening features can be temporarily coupled to a complementary drive shaft in order to drive said fastener into the wall. During this penetration of the fastener into the substrate, the helical thread winding around the generally conical fastener shaft translates the rotary motion applied to the fastener head by the drill into a linear translation of the anchor toward the steel stud supporting the wall substrate of wall cladding and millwork. A piercing point at the narrow point of the fastener distal to the head causes the steel stud, when reached, to be pierced and allows the thread to fold over the metal to form a rigid anchor between the thread of the shaft with the newly rimmed perforation in the steel stud. Said penetration of said steel stud may be aided by predrilling of a hole prior to drilling in of the said anchor.
In a preferred embodiment, a wall is prepared by fixing steel studs at top and bottom to form a structure onto which wall cladding can be fixed. Wall cladding is attached to the steel stud by means of conventional fasteners. Using a power driver equipped with a bit that matches the tightening features of the fastener head, the fastener is driven through the back wall of millwork such as a cabinet, through the wall cladding, and piercing the steel stud to form a mate that bears load such as a loaded cabinet.
The anchor may be further pierced through the head by a secondary ordinary fastening screw to provide an anchor within an anchor.
In the drawings, which illustrate embodiments of the invention:
a) is a top view of the steel stud anchor;
b) is a cross-sectional view of the anchor of
a) is a top view of the anchor penetrated by a secondary screw;
b) is a cross-sectional view of the anchor and screw of
a) is a cross-sectional side view showing penetration of the anchor into the millwork and wall cladding;
b) is a portion of the view of the rim formed in the steel stud wall of
In
In
a) is a top view cross-sectioned to form
In the lateral cross-section presented in
In certain embodiments, the steel stud anchor 5 may have a pressfit finishing cap.