Method of installing a steel stud anchor

Abstract

A metal anchoring fastener fastens millwork onto walls constructed with wall cladding fastened to steel studs. The load typical of a loaded cabinet is borne by the steel stud anchors owing to the mate between the profile of the steel stud anchor and the layers of millwork and wall cladding and steel stud that said anchor penetrates. The pitch of the thread adorning the profile of the steel stud anchor progresses non-linearly along the length of said shaft, the shaft is generally non-linear in profile, and the thread profile is non-uniform along the length of said shaft. The anchor can also support a secondary screw concentrically penetrating the void at the center of the anchor, in order to hang loads from a wall, with or without millwork. Predrilling of the holes can enable installation of these zinc anchors.

Claims

1. A method of installing a steel stud anchor through a wall cladding and a steel stud to form a load-bearing mate comprising: (1) screwing the anchor through the wall cladding and then into the steel stud located behind the wall cladding; (2) forming a comma shaped opening in the steel stud as the anchor is screwed through the steel stud, such that the opening is wider at one end and is slightly elongated to one side at an opposing end; and (3) displacing the metal of the steel stud such that the displaced metal of the steel stud pushes through the opening and then bends back or curls onto the anchor to hold the anchor in place, wherein the anchor is comprised of a head, a shaft and a tip and has a threaded portion extending along a length of the shaft.

2. The method of claim 1, wherein the threads extend in a non-linear pitch around the length of the shaft in a linear progression.

3. The method of claim 1, wherein the shaft diameter has a non-linear progression along the length of the shaft, and wherein the threads extend in a non-linear pitch around the length of the shaft in a linear progression.

4. The method of claim 1, wherein the shaft has a concave curved profile.

5. The method of claim 1, wherein a pitch and a radius of the thread is defined by Formula I and Formula II as follows:
Radius=((Zp/Lt)Pv(RmaxRmin))+RminFormula I
Pitch=((Zp/Lt)(PmaxPmin))+PminFormula II wherein Zp is a Position along the thread, Lt is a Length of the threaded section of the shaft, Rmax is a Maximum Radius of the thread measured from a centerline through the shaft at a head end of the anchor, Rmin is a Minimum Radius of the thread measured from a centerline through the shaft at a tip of the anchor, Pmax is a Maximum Pitch at the head end of the anchor, Pmin is a minimum Pitch at an end of the pointed tip of the anchor, Pv is a Power value.

6. The method of claim 5, wherein is from about to 1.0 to about 3.5, Rmax is from about 0.125 to about 0.375, Rmin is from about 0.040 to about 0.1875, Pmax is from about 0.1875 to about 0.625, Pmin is from about to 0.040 to about 0.1875, and Pv is from about 1.0 to about 5.0.

7. The method of claim 1, wherein the steel stud anchor is made of zinc or a zinc alloy.

8. The method of claim 1, wherein step 1 further comprises driving the anchor into the wall cladding and into the steel stud during a first revolution of the threaded portion such that the only about of the anchor is in or has passed through the wall cladding and an adjacent portion of the anchor that has not yet entered or passed through the steel stud has a larger pitch than the of the anchor that has entered or passed through the steel stud, with the larger pitch acting as an auger as it enters the wall cladding, pushing debris from a perforation in the wall cladding out of the way for the anchor.

9. The method of claim 1, wherein the comma shaped opening in the steel stud and the bending back or curling of the displaced metal of the steel stud onto the anchor as the anchor is screwed into the steel stud prevent the metal of the steel stud from jumping over the threaded portion of the shaft so the anchor does not strip.

10. The method of claim 1, further comprising drilling a pilot hole before the steel stud anchor is threaded through the wall cladding and steel stud.

11. The method of claim 1, wherein the shaft includes a blade for clearing away debris from the hole.

12. A method of installing a steel stud anchor through a wall cladding and a steel stud to form a load-bearing mate comprising: (1) threading the anchor through the wall cladding to form a conical perforation in the wall cladding, said anchor being comprised of a head, a tip and a shaft having a threaded portion extending along a length of the shaft, with the shaft comprising an auger zone proximal to the tip, and a wedge zone distal to the tip; (2) threading the anchor into the steel stud located behind the wall cladding; (3) threading the auger zone of the anchor through the wall cladding such that the threads of the auger zone stretch the conical perforation in the wall cladding so that the threads act as an auger and push the debris out of the conical perforation in the wall cladding in a direction opposite from the steel stud; (4) continuing the threading of the anchor through the wall cladding and the steel stud until a portion of the wedge zone has passed through the steel stud and a second portion of the wedge zone is located within the steel stud.

13. The method of claim 12, further comprising threading the anchor through the wall cladding and the steel stud until a top grooved zone on the shaft adjacent to the head sits within the wall cladding.

14. The method of claim 12, further comprising displacing the metal of the steel stud such that the displaced metal of the steel stud pushes through the opening and then bends back onto the threads of the anchor around the anchor to help hold the anchor in place, with the bending back of displaced metal beginning as the auger zone is threaded through the steel stud and further comprising stopping the threading of the anchor when a portion of the wedge zone is located within the steel stud, wherein the threaded portion has a variable pitch extending from the wedge zone through the auger zone.

15. The method of claim 12, wherein step 2 further comprises an increasing diameter of the shaft of the steel stud anchor pulling a hole in the steel stud open as the steel stud anchor is threaded through the steel stud, while the steel stud anchor thread also begins to tightly bend or curl the displaced metal of the steel stud around the anchor to form an increasing rim, allowing for increased surface area between the anchor and the steel stud to reinforce the holding of the anchor in the steel stud and secure fixation of the steel stud anchor in the steel stud.

16. The method of claim 12, wherein a pitch and a radius of the thread is defined by Formula I and Formula II as follows:
Radius=((Zp/Lt)Pv(RmaxRmin))+RminFormula I
Pitch=((Zp/Lt)(PmaxPmin))+PminFormula II wherein Zp is a Position along the thread, Lt is a Length of the threaded section of the shaft, Rmax is a Maximum Radius of the thread measured from a centerline through the shaft at a head end of the anchor, Rmin is a Minimum Radius of the thread measured from a centerline through the shaft at a tip of the anchor, Pmax is a Maximum Pitch at the head end of the anchor, Pmin is a minimum Pitch at an end of the pointed tip of the anchor, Pv is a Power value.

17. The method of claim 5, wherein Lt is from about to 1.0 to about 3.5, Rmax is from about 0.125 to about 0.375, Rmin is from about 0.040 to about 0.1875, Pmax is from about 0.1875 to about 0.625, Pmin is from about to 0.040 to about 0.1875, and Pv is from about 1.0 to about 5.0.

18. The method of claim 12, wherein the steel stud anchor is made of zinc or a zinc alloy.

19. The method of claim 12, wherein the shaft diameter has a non-linear progression along the length of the shaft, and wherein the thread extends in a non-linear pitch around the length of the shaft in a linear progression.

20. The method of claim 12, further comprising drilling a pilot hole before the steel stud anchor is threaded through the wall cladding and steel stud.

21. A method of installing a metal fastener in a steel stud to form a load-bearing mate comprising: (1) threading the fastener into the steel stud, said fastener having a head, a conically shaped shaft and a pointed tip, with the shaft extending from the head to the pointed tip and having a top grooved zone adjacent to the head and a threaded portion adjacent to the grooved zone and extending to the pointed tip, said threaded portion having an auger zone proximal to the pointed tip and a wedge zone distal to the tip, wherein the shaft diameter has a non-linear progression along the length of the shaft, and wherein the threads extend in a non-linear pitch around the length of the shaft in a linear progression and wherein the head has a central void including a screw drive, wherein the central void extends into the shaft; (2) continuing to thread the fastener through the steel stud until at least a portion of the wedge zone resides within the steel stud.

22. The method of claim 21, wherein a pitch and a radius of the thread is defined by Formula I and Formula II as follows:
Radius=((Zp/Lt)Pv(RmaxRmin))+RminFormula I
Pitch=((Zp/Lt)(PmaxPmin))+PminFormula II wherein Zp is a Position along the thread, Lt is a Length of the threaded section of the shaft, Rmax is a Maximum Radius of the thread measured from a centerline through the shaft at a head end of the metal fastener, Rmin is a Minimum Radius of the thread measured from a centerline through the shaft at a tip of the metal fastener, Pmax is a Maximum Pitch at the head end of the metal fastener, Pmin is a minimum Pitch at an end of the pointed tip of the metal fastener, Pv is a Power value.

23. The method of claim 5, wherein Lt is from about to 1.0 to about 3.5, Rmax is from about 0.125 to about 0.375, Rmin is from about 0.040 to about 0.1875, Pmax is from about 0.1875 to about 0.625, Pmin is from about to 0.040 to about 0.1875, and Pv is from about 1.0 to about 5.0.

24. The method of claim 21, wherein the metal fastener is made of zinc or a zinc alloy.

25. The method of claim 21, wherein the maximum thread height occurs adjacent to the top grooved zone and the maximum thread height is about 3/16 and wherein the minimum thread height occurs in the top grooved zone adjacent to the head of the metal fastener and is about 1/16.

26. The method of claim 21, wherein the anchor is concentrically penetrated by a generally conical cavity partly extruding into the shaft from the head of the fastener, said conical central void extending approximately 1 from the head into the shaft such that the conical central void extends through about 28% of the length of the shaft, with the remaining about 72% of the shaft being solid.

27. The method of claim 21, wherein the shaft has a concave profile.

28. The method of claim 21, further comprising screwing the auger zone of the threaded portion of the shaft through the wall cladding such that the threads of the auger zone stretch a conical perforation in the wall cladding so that the threads act as an auger and push the debris out of the conical perforation in the wall cladding in a direction opposite from the steel stud.

29. A method of installing a metal fastener in a steel stud to form a load-bearing mate comprising: a) threading the fastener into the steel stud wherein the fastener comprises: a fastener head equipped with tightening features around a central void a threaded, generally conical shaft with curved sides in cross-section that meet at a tip, a linear progression in thread pitch along the length of the shaft, a thread profile that changes with position along the thread, a non-linear progression of shaft diameter along the length of the shaft, a piercing point at the distal end of the generally conical shaft, and wherein the threaded shaft has an auger zone proximal to the tip having threads for stretching a hole in the steel stud and for pushing debris out of the way as the fastener is inserted through the steel stud and has a wedge zone proximal to the auger zone for further enlarging ft the hole in the steel stud and having threads for forming an increasing rim around the hole in the steel stud formed from the steel stud material to wedge the anchor in the steel stud and prevent it from jumping over threads of the threaded shaft so it does not strip the steel stud anchor; b) continuing to thread the fastener through the steel stud until the auger zone has passed through the hole in the steel stud and at least a portion of the wedge zone resides within the steel stud.

30. A method of installing a metal steel stud anchor in a steel stud to form a load-bearing mate comprising a) threading the anchor through a wall comprising drywall into the steel stud, wherein the anchor comprises a head, a shaft and a pointed tip and wherein the shaft is conically shaped and extends from the head to the pointed tip, with the shaft having a top grooved zone adjacent to the head and a threaded portion adjacent to the grooved zone and extending to the pointed tip, wherein the shaft diameter has a non-linear progression along the length of the shaft, and wherein the threads extend in a non-linear pitch around the length of the shaft in a linear progression and wherein the head has a central void, wherein the central void extends into the shaft and wherein the shaft has a concave profile b) continuing to thread the anchor through the wall and the steel stud until the head is flush with an outer surface of the wall.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

(1) In the drawings, which illustrate embodiments of the invention:

(2) FIG. 1 shows a perspective front view of millwork fastened to a steel stud wall by steel stud anchors;

(3) FIG. 2 shows a steel stud anchor in isometric view;

(4) FIG. 3(a) is a top view of the steel stud anchor;

(5) FIG. 3(b) is a cross-sectional view of the anchor of FIG. 3(a) along line C-C;

(6) FIG. 4(a) is a top view of the anchor penetrated by a secondary screw;

(7) FIG. 4(b) is a cross-sectional view of the anchor and screw of FIG. 4(a) along line D-D;

(8) FIG. 5(a) is a cross-sectional side view showing penetration of the anchor into the millwork and wall cladding;

(9) FIG. 5(b) is a portion of the view of the rim formed in the steel stud wall of FIG. 5(a) enlarged for magnification purposes.

(10) FIG. 6 shows an isometric view of a finishing cap to be pressed into the void of the anchor head.

(11) FIG. 7 shows a representation of the anchor of the present invention indicating how the Radius and Pitch of the steel stud anchor at a point Zp along the thread (in FIG. 7, Zp is illustrated approximately half way along the thread) can be calculated with Formula I set out in the Detailed FIGS. 8 (a), 8(b), 8(c) and 8(d) are a series of photographs of a steel stud after insertion of the steel stud anchor of the present invention as it is progressively threaded into the steel stud to demonstrate the progression of a steel stud anchor through a steel stud. FIG. 8(a) shows the steel stud as approximately the first of the anchor has been inserted; FIG. 8(b) shows the steel stud as approximately of the anchor has been inserted; FIG. 8(c) shows the steel stud as approximately of the anchor has been inserted; and FIG. 8(d) shows the steel stud shows the steel stud with an anchor fully inserted.

(12) FIG. 9 shows a picture of a steel stud that has had the steel stud anchor of the present invention screwed into it and then removed to show how the thread of the anchor forms an extrusion for more holding strength.

(13) FIG. 10 is a chart comparing the steel stud anchor of the present invention to a Machine screw and a typical wood deck screw by showing the relationship of the length of the threaded section versus the radius and length versus pitch.

DETAILED DESCRIPTION OF THE INVENTION

(14) FIG. 1 shows a perspective isometric view of millwork 3 fastened to a steel stud wall, showing steel studs 1 vertically arranged in a generally regular spacing, and supporting wall cladding 2. Steel stud anchors 5 penetrate the back board 4 of the millwork 3, the rear plane of said backboard being contiguous with the generally vertical plane of the wall cladding 2. In this fashion, the millwork may bear a specific load, exemplified by a kitchen cabinet full of dishes. Other possible types of millwork include bookshelves, television mounts, audio equipment, artwork, mirrors, lighting, drapery, decorative millwork panels, handrails, conduit mounts and duct hangers. The load variable is a function of the wall material. The steel studs generally used in buildings for the erection of interior partitions can vary in thickness from about 0.0179 (18 mils) or 0.455 mm (25 gauge) to about 0.0296 (30 mils) or 0.752 mm (20 gauge) With thicker steel studs, the metal is heavier, sturdier and less malleable, which allows for more weight to be loaded. In certain embodiments, the steel stud anchors are made from nonferrous metals, such as zinc, zinc alloys, copper, and aluminum based alloys. In certain other embodiments, the anchors are made from ferrous metal die castings. In preferred embodiments the steel stud anchor is composed of zinc alloy. In preferred embodiments, the wall material is drywall and steel studs. The gauge of the steel stud can be from about 0.0179 (18 mils) 0.455 mm (25 gauge) to about 0.0296 (30 mils) 0.752 mm (20 gauge) and most preferably about 0.0179 (18 mm).

(15) Although it is theoretically possible to have a stud made of a variety of metals, in view of current building codes, the only steel stud in current use is a zinc-coated steel stud. the zinc is a coating used to protect the steel from oxidization, such that the zinc oxidizes over time but seals in the steel keeping it from breaking down through oxidization or rust. Thus, the zinc coating gives the steel studs a much greater lifespan.

(16) In FIG. 2, a steel stud anchor is shown in isometric view with a central void 6 surrounded by Philips tightening features 7 in the head 8 which is surrounded by a flange 9. A thread 12 with a variable pitch 10 adorns or extends from the shaft 11, the profile 13 of the shaft 11 having an auger zone 14 nearer the cutting blade 15 and piercing tip 16. The auger zone is the stretching out of the hole and the curling of the metal of the stud to the steel stud anchor. With a standard prior art straight screw with a linear pitch, as the screw is inserted past the drywall into the steel stud, the material of the drywall is turned to dust and small debris is caught up in the threads of the screw. As the head of the screw hits the drywall face, it compacts all the debris (nothing has been removed and a screw has been added). This causes an over packing issue and the drywall or millwork will blister from the added pressure. In contrast, the anchor of the present invention has a non-linear taper and variable pitch thread. The fine thread pitch at the tip of the anchor first passes through the drywall and into the steel stud. The pitch on the part of the anchor not yet passed through the drywall and steel stud is larger. Thus, the variable diameter of the anchor increases as the anchor is inserted farther through the drywall and steel stud. The thread then acts as an auger, pushing the dust and debris out of the hole (onto the floor). About of the way into the wall, the larger diameter of the threads will have cleared the debris for the smaller (core of the anchor). When the anchor is fully inserted through the drywall and steel stud, it bottoms out with the head of the anchor flush against the drywall, such that there is no over packing issue.

(17) As explained above, the thread pitch describes the number of rotations of the thread per linear unit of shaft length. The thread of the present invention preferably has a non-linear pitch, wherein the thread count varies along the long axis of the fastener shaft. Similarly, the thread profile of the anchor (i.e. the cross-sectional shape and dimensions of the thread ridge as it winds around the shaft) is also preferably non-uniform along the thread helix. The non-linear thread pitch and the non-uniform thread profile helps the anchor wedge its way in to the steel stud and prevents the thin metal of the steel stud from jumping over the threads of the anchor so they do not strip. It also gradually forms and enlarges the steel stud hole in a manner that increases its strength as an anchor point.

(18) In FIG. 3(a), a top view of a steel stud anchor of the present invention is shown. FIG. 3(b) shows a cross-sectioned view of the steel stud anchor to reveal the inner profile of the anchor. A vertical cross-section of the top view reveals a tightening end or head 8 containing a void 6 defined by a bore wall 18 equipped with tightening features 17 along a portion of the void 6. A cutting thread 12 with non-linear pitch 10 adorns, or extends from, the anchor shaft 11. A slightly grooved secondary thread 33 is located from the top of the cutting thread up to the head of the anchor. The shaft itself has a non-linear progression of diameter along the shaft 11; similarly the thread profile 19 varies along the length of the shaft. A cutting blade 15 located on the end of the shaft 11 near the piercing point 16 to cuts and scoops away detritus. The piercing point 16 is able to penetrate the steel stud, with or without use of a pilot hole.

(19) FIG. 4(a) is a top view of an anchor of the present invention which has been penetrated by a secondary screw. FIG. 4(b) shows a cross-section view of a steel stud anchor of the present invention which has been penetrated by a secondary screw 20 and in which the details of the mating of these two pieces is illustrated. The steel stud anchor 5 can anchor in a steel stud wall, with or without intervening millwork, to form wall anchors upon which objects may be hung, for example, a painting or television, by penetrating the void (i.e. the hole in the center of the head of the screw) 6 formed in the head 8 of the steel stud anchor 5 with a secondary screw 20 with a thread 21 to form a load-bearing thread mate. The travel of the secondary screw 20 within the anchor 5 is limited by the depth 22 of the anchor void 6, or by collision of the secondary screw head 23 with the head 8 of the steel stud anchor 5.

(20) In the lateral cross-section presented in FIG. 5, penetration of a millwork surface 30 to make a perforation 26 by an anchor 5 into the millwork 25 and wall cladding 24 results in loose detritus 27. Alternately, said perforation can be pre-drilled. Said detritus 27 is augered out and away from the conical perforation 26 in the millwork 25 and the wall cladding 24, preventing over-packing of the resulting mate. Said over-packing can result in an undesirable bulge that separates the millwork 25 from the wall cladding 24 to which said millwork is supposed to be contiguous. The steel stud anchor comprises an auger zone 14 proximal to the anchor tip 16, and a wedge zone 28 distal to the tip 16. A power drill 32 can provide the driving power to insert the anchor. In FIG. 5(b), the bending back of the stainless steel sheet folded into the stud is shown in detail, where a rim 31 can be seen to be formed under the influence of the attack. The rim reinforces the mate (i.e., the secure fixation of the anchor and the steel stud 1)

(21) In certain embodiments, the steel stud anchor 5 may have a press-fit finishing cap. This is shown in FIG. 6.

(22) In certain embodiments, the steel stud anchor of the present invention is made of Zinc, zinc alloys, copper and aluminum alloys. In certain preferred embodiments, the metal alloy is zinc or a zinc alloy and in certain most preferred embodiments, the zinc is pre-hardened by the Iosso hardening process, allowing for die-casting of the anchors, instead of machining, as is necessary with steel stud fasteners.

(23) In preferred embodiments of the present invention, the steel stud anchor is 3.5 or 8.9 cm in length. In certain preferred embodiments, the diameter of the head of the steel stud anchor is preferably about 17 mm or 21/32 (or 0.65) across the head. In certain preferred embodiments, the shaft directly below the head is or 9.5 mm in diameter. In preferred embodiments, the maximum thread height near the top of the shaft (i.e. closer to the head) is approximately 3/16. At this same point, the thread is approximately thick. The minimum thread height near the tip is approximately 1/16. At this point, the thread is approximately 1/16 wide. The heights and spacing are described by formula 1 (in formula 1, they are described as decimals, rather than fractions of an inch).

(24) The taper and thread frequency follow the relationship shown in FIG. 7.

(25) As illustrated in FIG. 7, and in accordance with an embodiment of the present invention, the Radius and Pitch of the steel stud anchor at a point Zp along the thread (in FIG. 7, Zp is illustrated approximately half way along the thread) can be calculated with Formula I below:
Radius=((Zp/Lt).sup.Pv(RmaxRmin))+RminFormula I
Pitch=((Zp/Lt)(PmaxPmin))+PminFormula II
Variables
Zp=The Position along the thread you want to know the radius or Pitch
Lt=The Length of the threaded section (in our example Lt=2.75)
Lt1.0 Lt3.5
Rmax=Maximum Radius of the thread measured from a centerline through the shaft at the head end of the anchor. (In our example Rmax=0.3125)
R max0.125 R max0.375
Rmin=Minimum Radius of the thread measured from a centerline through the shaft at the tip of the anchor (In our example Rmin=0.0925)
Rmin>0.040 R min0.1875
Pmax=Maximum Pitch at the head end of the anchor (In our example Pmax=0.3125)
P max0.1875 P max0.625
Pmin=minimum Pitch at the tip end of the anchor (In our example Pmin=0.125)
P min0.040 P min0.1875
Pv=Power value that creates (In our example Pv=2.0)
Pv1.0 Pv5.0

(26) FIGS. 8 (a)-8(d) are a series of photographs of a steel stud after insertion of the steel stud anchor of the present invention as it is progressively threaded into the steel stud. The photographs show the increasing bending back and/or curling of the hole opening in the steel stud which is folded into the stud, with an increasing rim seen as the anchor is inserted further into the stud. The bit of curled metal behind the steel stud makes it extremely difficult to pull the anchor out or for it to come loose. This is because the folding of the metal makes it far stronger near the fold and makes it nearly impossible to pull the anchor out or for it to come loose.

(27) FIG. 9 shows a picture of a steel stud that has had the steel stud anchor of the present invention screwed into it and then removed to show how the thread of the anchor forms an extrusion for more holding strength. As can be seen, when the anchor is threaded into the hole, the hole is slowly stretched out while the displaced metal of the steel stud is curled into a ring tightly around the anchor. The hole is not circular but it slightly elongated to one side and as the anchor is inserted through the hole, there is a forming of the material of the steel stud on the back side which increases the contact area of steel stud on the thread and ultimately results with full or almost full contact completely around the thread.

(28) The steel stud anchor of the present invention can be used for hanging cabinets by using the anchor to drill through the cabinet, drywall and into the steel stud, for French cleats by drilling through the cleat, drywall and into the steel stud, for shelving by drilling through the drywall and into the steel stud, and then using a screw to fasten the shelving to steel stud anchor. Simply explained, when it is desired to affix something to a wall, e.g. a shelf bracket, it is possible to drill a pilot hole, then screw the steel stud anchor of the present invention into the wallboard after which the small bracket hole would be lined up over the anchor and a then a #8 or #10 convention screw (either wood or metal) could be threaded into the steel stud anchor of the present invention. Window treatments can also be made by drilling through the mounting plate, drywall and into steel stud and then using a screw to fasten the mounting plate to steel stud anchor. The steel stud anchor can also be used to hand televisions, speakers, artwork, mirrors and any other heavy object to be mounted to a wall surface.

(29) FIG. 10 is a chart comparing the steel stud anchor of the present invention to a Machine screw and a typical wood deck screw by showing the relationship of the length of the threaded section versus the radius and length versus pitch. The data for this chart is present below in Table 1.

(30) TABLE-US-00001 TABLE 1 -20 Ma- Wood chine deck Screw Screw Radius Pitch #8 Ma- Ma- Radius Pitch Radius (steel chine chine Wood Wood Lp stud anchor) Screw Screw Screw Screw Pitch 1Shot 0 0.0925 0.125 0.125 0.05 0 0.1 0.05 0.092572727 0.128409091 0.125 0.05 0.025 0.1 0.1 0.092790909 0.131818182 0.125 0.05 0.055 0.1 0.15 0.093154545 0.135227273 0.125 0.05 0.075 0.1 0.2 0.093663636 0.138636364 0.125 0.05 0.085 0.1 0.25 0.094318182 0.142045455 0.125 0.05 0.085 0.1 0.3 0.095118182 0.145454545 0.125 0.05 0.085 0.1 0.35 0.096063636 0.148863636 0.125 0.05 0.085 0.1 0.4 0.097154545 0.152272727 0.125 0.05 0.085 0.1 0.45 0.098390909 0.155681818 0.125 0.05 0.085 0.1 0.5 0.099772727 0.159090909 0.125 0.05 0.085 0.1 0.55 0.1013 0.1625 0.125 0.05 0.085 0.1 0.6 0.102972727 0.165909091 0.125 0.05 0.085 0.1 0.65 0.104790909 0.169318182 0.125 0.05 0.085 0.1 0.7 0.106754545 0.172727273 0.125 0.05 0.085 0.1 0.75 0.108863636 0.176136364 0.125 0.05 0.085 0.1 0.8 0.111118182 0.179545455 0.125 0.05 0.085 0.1 Pitch (steel stud anchor) 0.85 0.113518182 0.182954545 0.125 0.05 0.085 0.1 0.9 0.116063636 0.186363636 0.125 0.05 0.085 0.1 0.95 0.118754545 0.189772727 0.125 0.05 0.085 0.1 1 0.121590909 0.193181818 0.125 0.05 0.085 0.1 1.05 0.124572727 0.196590909 0.125 0.05 0.085 0.1 1.1 0.1277 0.2 0.125 0.05 0.085 0.1 1.15 0.130972727 0.203409091 0.125 0.05 0.085 0.1 1.2 0.134390909 0.206818182 0.125 0.05 0.085 0.1 1.25 0.137954545 0.210227273 0.125 0.05 0.085 0.1 1.3 0.141663636 0.213636364 0.125 0.05 0.085 0.1 1.35 0.145518182 0.217045455 0.125 0.05 0.085 0.1 1.4 0.149518182 0.220454545 0.125 0.05 0.085 0.1 1.45 0.153663636 0.223863636 0.125 0.05 0.085 0.1 1.5 0.157954545 0.227272727 0.125 0.05 0.085 0.1 1.55 0.162390909 0.230681818 0.125 0.05 0.085 0.1 1.6 0.166972727 0.234090909 0.125 0.05 0.085 0.1 1.65 0.1717 0.2375 0.125 0.05 0.085 0.1 1.7 0.176572727 0.240909091 0.125 0.05 0.085 0.1 1.75 0.181590909 0.244318182 0.125 0.05 0.085 0.1 1.8 0.186754545 0.247727273 0.125 0.05 0.085 0.1 1.85 0.192063636 0.251136364 0.125 0.05 0.085 0.1 1.9 0.197518182 0.254545455 0.125 0.05 0.085 0.1 1.95 0.203118182 0.257954545 0.125 0.05 0.085 0.1 2 0.208863636 0.261363636 0.125 0.05 0.085 0.1 2.05 0.214754545 0.264772727 0.125 0.05 0.085 0.1 2.1 0.220790909 0.268181818 0.125 0.05 0.085 0.1 2.15 0.226972727 0.271590909 0.125 0.05 0.085 0.1 2.2 0.2333 0.275 0.125 0.05 0.085 0.1 2.25 0.239772727 0.278409091 0.125 0.05 0.085 0.1 2.3 0.246390909 0.281818182 0.125 0.05 0.085 0.1 2.35 0.253154545 0.285227273 0.125 0.05 0.085 0.1 2.4 0.260063636 0.288636364 0.125 0.05 0.085 0.1 2.45 0.267118182 0.292045455 0.125 0.05 0.085 0.1 2.5 0.274318182 0.295454545 0.125 0.05 0.085 0.1 2.55 0.281663636 0.298863636 0.125 0.05 0.085 0.1 2.6 0.289154545 0.302272727 0.125 0.05 0.085 0.1 2.65 0.296790909 0.305681818 0.125 0.05 0.085 0.1 2.7 0.304572727 0.309090909 0.125 0.05 0.085 0.1 2.75 0.3125 0.3125 0.125 0.05 0.085 0.1

(31) As can be seen from both Table 1 and FIG. 10, the steel stud anchor of the present invention has a linear thread pitch but it is on a slope, indicating that it is getting larger. The steel stud anchor of the present invention gets larger in a linear fashion. In contrast, and as seen on the chart, a wood screw and machine screw have a constant linear pitch. When a comparison is made of the radius of the threads versus the length of the steel stud anchor of the present invention, a curve of non-linear sizes are plotted. In contrast, those of a wood or machine screw are constant, with the exception of the wood screw that has a pointed tip for centering and entering wood. The combination of a linear, but increasing, pitch coupled with a non-linear concave curved profile helps form the steel stud as the steel stud anchor passes through it, providing for more strength.