This patent application relates generally to screw-threaded fasteners, and more particularly to a new and improved self-counterboring, screw-threaded headed fastener for the threaded insertion into an underlying fixed support or substrate in order to fixedly secure a structural or non-structural component, such as, for example, an insulated metal panel (IMP), to the underlying fixed support or substrate without the need for pre-drilling a bore within the insulated metal panel (IMP), in order to accommodate the screw-threaded fastener head, prior to the insertion of the screw-threaded fastener into and through the insulated metal panel (IMP) for fixation within and to the underlying fixed support or substrate. A screw-threaded fastener with wing members having cutting teeth, as well as cutting wrench or screw-gun sockets are also disclosed for similar purposes.
Various different types of fasteners or anchors are of course well-known in the art and are utilized for use in connection with different substrates so as to achieve different objectives. Some exemplary types of self-drilling and/or self-tapping fasteners or anchors are disclosed, for example, within U.S. Pat. No. 6,340,277 which issued to Koenig et al. on Jan. 22, 2002, U.S. Pat. No. 6,250,866 which issued to Devine on Jun. 26, 2001, U.S. Pat. No. 6,086,302 which issued to Gerhard on Jul. 11, 2000, U.S. Pat. No. 5,885,041 which issued to Giannuzzi et al. on Mar. 23, 1999, U.S. Pat. No. 5,294,227 which issued to Forster et al. on Mar. 15, 1994, U.S. Pat. No. 5,282,708 which issued to Giannuzzi on Feb. 1, 1994, and U.S. Pat. No. 4,900,207 which issued to McGovern on Feb. 13, 1990.
While the aforenoted exemplary self-drilling and/or self-tapping fasteners or anchors are generally satisfactory, it is to be noted and appreciated that when such fasteners are being employed in their particular environments for their particular purposes, they are usually inserted into bores which have been pre-drilled into, for example, concrete or similar substrates in order to accommodate the fasteners or anchors. Subsequent to the pre-drilling of the aforenoted bores within the substrates for accommodating the self-drilling and/or self-tapping fasteners or anchors, the bores must then be cleaned so as to effectively remove all of the debris from the bores which have been defined within the substrates, as a result of the pre-drilling of the bores within the substrates, prior to the insertion of the self-drilling and/or self-tapping fasteners or anchors within the pre-drilled bores of the substrates. These pre-drilling and cleaning procedures obviously define multi-step procedures which are tedious to perform, and necessarily mandate costly procedural time, however, they must nevertheless be performed before the self-drilling and/or self-tapping fasteners or anchors can in fact be inserted into the bores for threadedly engaging the side-wall portions of the substrate bores, or the substrates themselves, in order to, in turn, fixedly secure a particular component to the substrate. In addition, in other cases, when it is desired to fixedly secure a structural component or non-structural to an underlying fixed support or substrate, when the pre-drilled hole or bore is in fact formed within the structural or non-structural component, the diametrical extent of the bore is necessarily required to be larger than the diametrical extent of the fastener head so as to in fact permit the fastener, including the fastener head, to be inserted into the structural or non-structural component. However, if the pre-drilled bore is then effectively larger in the diametrical extent of the fastener head, the fastener would not in fact be capable of fixedly securing or attaching the structural or non-structural component to the underlying fixed support or substrate.
A need therefore exists in the art for a self-counterboring, screw-threaded headed fastener which effectively permits the insertion of the fastener, including the head portion thereof, into and through a structural or non-structural component, which is to be fixedly secured to an underlying fixed support or substrate, without the need for first pre-drilling a bore within the structural or non-structural component, and wherein, in addition, the structure comprising the headed fastener can additionally ensure the fact that the structural or non-structural component will be fixedly secured to the underlying fixed support or substrate.
The foregoing and other objectives are achieved in accordance with the teachings and principles of the various embodiments consistent with the present invention through the provision of a new and improved self-counterboring screw-threaded headed fastener which is provided with an enlarged circular flanged portion disposed adjacent to the head portion of the fastener. The enlarged circular flanged portion has a circumferentially arranged set of cutting teeth integrally formed upon the outer peripheral edge portion thereof for effectively cutting or boring into and through a structural or non-structural component to be affixed to an underlying fixed support or substrate whereupon the structural or non-structural component can be fixedly secured to the underlying support or substrate as a result of the screw-threaded fastener drilling and tapping its way into the underlying fixed support or substrate. In this manner, the structural or non-structural component can in fact be fixedly secured to the underlying support or substrate without requiring a bore to first be drilled within the structural or non-structural component.
In accordance with a first embodiment concerning the usage of the new and improved self-counterboring, screw-threaded headed fastener for affixing a structural or nonstructural component to an underlying support or substrate, the structural or non-structural component may comprise an insulated metal panel (IMP) which is to be affixed to an underlying metal stud, beam, or the like, as may be found in roofing structures, wall structures, floors, or other assemblies. The insulated metal panel (IMP) comprises a laminated sandwich-type structure which includes an upper or top steel sheet, a lower or bottom steel sheet, and an intermediate core which may be fabricated, for example, from rigid polyurethane or some other rigid material such as, for example, nonchlorofluorocarbon (non-CFC) polyisocyanurate foam. As the enlarged circular flanged portion, having the circumferentially arranged set of cutting teeth disposed thereon, cuts through the upper or top steel sheet, a washer is effectively formed from the upper steel sheet and becomes seated beneath the enlarged circular flanged portion.
Due to the heat and pressure generated during the cutting of the upper or top steel sheet, the washer is effectively deformed so as to comprise a substantially hemispherical or domed-shaped donut which is effectively fixedly disposed internally within and beneath the enlarged circular flanged portion by means of an interference fit or the like.
The axial depth of the cutting teeth is therefore effectively decreased by the axial thickness of the hemispherical or domed-shaped steel washer. Accordingly, together with the termination of the screw threads upon the threaded shank portion of the fastener within the vicinity of the enlarged circular flanged portion, the penetration of the fastener completely through the lower-most portion of the foam core of the insulated metal panel (IMP) and into the lower steel sheet portion of the insulated metal panel (IMP) is effectively prevented. However, the tip portion of the fastener, and the lower or distal end portion of the threaded shank portion of the fastener, do in fact penetrate through the lower steel sheet portion of the insulated metal panel (IMP) and effectively tap into the underlying support or substrate such that the laminated component is able to be fixedly secured to the underlying fixed support or substrate. As a specific example, the tip portion of the headed fastener may comprise a self-drilling tip. In addition, the threaded shank portion of the headed fastener of the present invention may comprise self-tapping threads.
While the new and improved fastener consistent with the teachings and principles of the present invention may be utilized in conjunction with the aforenoted panel assembly whereby, for example, an insulated metal panel (IMP) may be affixed to an underlying stud, beam, or other substrate, the new and improved fastener may also be utilized in conjunction with other or different structural or non-structural assemblies. For example, the fastener may be inserted into a concrete or wooden substrate. For this system, the fastener needs to be modified to the effect that in addition to the cutting teeth being provided upon the outer peripheral edge portion of the enlarged circular flanged portion, additional cutting teeth are also provided upon the internal undersurface portion of the enlarged circular flanged portion in order for the entire enlarged circular flanged portion to effectively grind away and/or pulverize the upper regions of the concrete or wooden substrate as the fastener is inserted downwardly into the concrete or wooden substrate. Still further, in accordance with this modified or second embodiment consistent with the teachings and principles of the present invention fastener, the head portion of the fastener is provided with an internally threaded bore for receiving, for example, a screw fastener or stud by means of which an auxiliary fixture or structure can effectively be secured to the present invention fastener which is of course, in turn, fixedly secured to and within the underlying concrete or wooden substrate. The fastener may also be modified to have a gimlet point in place of the self-drilling point for use in wood or concrete.
Alternatively, and still further, in lieu of the aforenoted fixation of the insulated metal panel (IMP) to the underlying support or substrate, a different structure, such as, for example a first wooden structural or non-structural member may be fixedly secured to a second underlying wooden structural or member or substrate, or still yet further, a wooden structural or non-structural member may be fixedly secured to an underlying steel, other metal, or concrete substrate. Still yet further, in lieu of the new and improved self-counterboring screw-threaded headed fastener, comprising the head portion, the threaded shank portion, and the enlarged circular flanged portion being fabricated as a one-piece fastener, as has been previously described, the enlarged circular flanged portion may be fabricated separately from the primary structure of the fastener, comprising the head portion and the shank portion of the fastener, and may be fixedly secured onto the shank portion of the fastener by any one of a multitude of securing techniques so as to again be disposed adjacent to the head portion of the fastener. Accordingly, the resulting composite structure is effectively the same as that of the original embodiment whereby the enlarged circular flanged portion, having the cutting teeth thereon, can operate to effectively form the washer component from the upper or top steel sheet member of, for example, an insulated metal panel (IMP). Yet still further, in lieu of the provision of the enlarged circular flanged portion upon the headed fastener, diametrically opposed wing members, having cutting teeth disposed thereon, can likewise be utilized to provide the self-countering effect for forming the bore within which the head of the headed fastener can be accommodated during insertion of the headed fastener into and through, for example, the insulated metal panel (IMP).
As will also become apparent hereinafter, cutting wrench or screw gun sockets may also be employed in connection with conventional self-drilling, self-tapping screw-threaded fasteners for achieving the various objectives consistent with the teachings and principles of the present invention in manner similar to those achieved by means of the fasteners having the enlarged circular flanged portion thereon.
Various other features and attendant advantages of the embodiments consistent with the present invention will be more fully appreciated from the following detailed description when considered in connection with the accompanying drawings in which like reference characters designate like or corresponding parts throughout the several views, and wherein:
a-d are side-elevational views of a different screws which may be used as a component part of the new and improved self-counterboring screw-threaded headed fastener consistent with the teachings and principles of the present invention; and
Referring now to the drawings, and more particularly to
With reference now being made to
More particularly, and with reference again being made to
Accordingly, the tip portion 106, and the threaded shank portion 104, will first penetrate the upper or top steel sheet 202 and will then enter into the intermediate core portion 204 of the panel 200. As the fastener 100 further penetrates the core portion 204 of the panel 200, the cutting teeth 112 of the enlarged flanged portion 108 will engage the upper surface portion of the upper or top steel sheet 202 of the panel 200 whereby the cutting teeth 112 will begin to cut through the upper or top steel sheet 202. When the cutting teeth 112 of the enlarged flanged portion 108 have completely cut through the upper or top steel sheet 202, a washer 114, as illustrated within
More particularly, in connection with the actual formation of the washer 114, in a typical insulated metal panel (IMP), while the thickness of the central or intermediate core portion 206 may vary between, for example, three to six inches (2.00-6.00″), depending upon the particular thermal insulation characteristics or R rating of the panel 200, the upper steel sheet 202 usually has a thickness dimension of 0.015 (0.015″), while the lower steel sheet 204 usually has a thickness dimension of between 0.015-0.048 inches (0.015-0.048″). Therefore, initially, the washer 114, having effectively been formed from the upper steel sheet 202 as a result of the cutting teeth 112 of the enlarged flanged portion of the fastener 100 having cut or severed the washer 114 out from the upper steel sheet 202, will initially have a thickness dimension of 0.015 inches (0.015″) which is the same as that of the upper steel sheet 202. However, due to heat and pressure, generated during the washer-cutting or washer-forming operation, the washer 114 is effectively deformed and is caused to assume a substantially hemispherical or domed-shaped donut-shaped element which has a thickness dimension of, for example, 0.058 inches (0.058″). The washer 114 will also become nested or seated internally within or beneath the enlarged circular flanged portion 108.
Viewed from another viewpoint, the enlarged circular flanged portion 108 effectively defines a socket within which the washer 114 is housed in a nested or seated state. Accordingly, the depth of the axially extending cutting teeth 112 is specifically made to be, for example, 0.060 inches (0.060″) such that the axially extending cutting teeth 112 will project downwardly or axially toward the pointed tip portion 106 and beyond the axial thickness of the washer 114 by means of, for example, 0.002 inches (0.002″). Therefore, with continued rotation of the fastener 100, the cutting teeth 112 project sufficiently beyond the washer 114 so as to effectively form or define a bore 208 within the core section 206 of the panel 200, however, the termination of the upper end of the thread upon the fastener shank 104, immediately adjacent to the enlarged circular flanged portion 108 and the head portion 102, as well as the aforenoted projection of the cutting teeth 112 beyond the thickness of the washer 114 by only 0.002 inches (0.002″) effectively prevents the cutting teeth 112 from penetrating and cutting the lower steel sheet 204 of the insulated metal panel (IMP) 200. Nevertheless, the tip portion 106 of the fastener 100, as well as the threaded shank portion 104 will in fact penetrate the lower steel sheet 204 of the insulated metal panel (IMP) 200 such that the insulated metal panel (IMP) 200 may in fact be fixedly secured to an underlying support member, steel stud, beam, joist, or the like 210 as can in fact best be seen from
Reverting back to
Continuing further, and with reference now being made to
More particularly, in accordance with a still further difference between the second embodiment fastener 300 and the first embodiment fastener 100, the second embodiment fastener 300 is also provided with an internally threaded axially extending bore 316 defined within its head portion 302. In this manner, if a structural or non-structural component is to be affixed to the underlying wooden or concrete substrate, an externally threaded fastener, bolt, or stud can be inserted into the structural or non-structural component, passed through the structural or non-structural component, and threadedly engaged within the internally threaded bore 316 defined within the head portion 302 of the second embodiment fastener 300 thereby affixing the structural or nonstructural component to the underlying wooden or concrete substrate.
One particular practical situation or environment wherein the second embodiment fastener 300 may be so used, is when, for example, shutters or other fixtures are to be fixedly mounted upon wooden or concrete walls of buildings or houses. Still other applications for the usage of the fastener 300 can likewise be envisioned. For example, if a first wooden or concrete structural or non-structural component is desired to be fixedly secured to a second wooden, concrete, or steel substrate, then the fastener 300 can be inserted into and passed through the first structural or non-structural component as a result of being driven into the first structural or non-structural component to a predetermined depth. As was appreciated in connection with the first embodiment fastener 100, as illustrated within FIGS. 3,4, and 7, the tip portion 306 will project downwardly out from the first structural or non-structural component and can therefore be anchored within the second wooden, concrete, or steel substrate. In such a case, the internally threaded bore of the second embodiment fastener 300 can be eliminated in view of the fact that the second embodiment fastener 300 is being used directly to fixedly secure the first structural or non-structural component to a second substrate as opposed to affixing a structural or non-structural component to the substrate in an indirect manner, that is, through means of the second embodiment fastener 300.
Continuing still further, while the first and second embodiment fasteners 100,300 have been previously described as being fabricated as one-piece fasteners comprising, for example, the head portions 102,302, the threaded shank portions 104,304, the tip portions 106,306, and the enlarged circular flanged portions 108,308, it is contemplated that the fasteners 100,300 can effectively be manufactured or fabricated as two piece assemblies comprising the self-drilling, self-tapping fastener per se which would include, for example, the head portion 102, the threaded shank portion 104, and the tip portion 106, and the separately fabricated enlarged circular flanged portion 108 with its cutting teeth 112 formed thereon. The manufacture or fabrication of the fastener 100 as a two-piece assembly might, in some instances, facilitate or expedite its manufacture in a relatively simplified manner. The enlarged circular flanged portion 108 would then be fixedly mounted upon the undersurface section of the head portion 102 by any one of a multiple of fixation structures or techniques. More particularly, for example, the enlarged circular flanged portion 108 can be fixedly mounted upon the underside section of the head portion 102 by a suitable crimping or swaging process, a soldering or welding process, pinning or screwing the enlarged flanged portion 108 to an undersurface section of the head portion 102, or by gluing or bonding the enlarged flanged portion 108 to an undersurface section of the head portion 102. Still yet further, the enlarged flanged portion 108 need not be fixedly or integrally secured to an undersurface section of the head portion 102, but may alternatively be effectively prevented from rotating with respect to the head portion 102 of the fastener 100 as well as with respect to the remaining structural components of the fastener 100. In this manner, the rotary torque imparted to the fastener 100 will in fact be likewise imparted to the enlarged flanged portion 108 with its cutting teeth 112 formed thereon.
More particularly, such a structural interrelationship defined between the head portion 102 of the fastener 100 and the separately fabricated enlarged flanged portion 108 of the fastener 100 is schematically illustrated within
With reference now being made to
In accordance with specific modifications made with respect to a conventional wrench or screw gun socket, however, the wrench or screw gun socket 400 consistent with the present invention is also seen to comprise a plurality of axially extending cutting teeth 412 which are arranged in a circumferential array around the annular peripheral edge portion of the open end of the wrench or screw gun socket body 402 into which the head portion of the headed fastener is to be inserted. The cutting teeth 412 are essentially the same as the cutting teeth 102 disposed upon the enlarged circular flanged portion 108 of the fastener 100 as illustrated within
In this manner, it can readily be appreciated that when the wrench socket 400 and the headed fastener disposed therein are, in a similar manner to the fastener 100, utilized to bore through an insulated metal panel (IMP) 200, as illustrated within
With reference now being made to
With reference now being lastly made to
Having described the various structural features of the various embodiments consistent with the new and improved self-counter-boring screw-threaded headed fasteners and wrench or screw gun sockets, as well as the various usage or environmental applications of the same in connection with various structural components, supports, and substrates, some additionally important or significant practical advantages of utilizing the new and improved self-counterboring screw-threaded headed fasteners and wrench sockets consistent with the present invention will now be noted. With reference reverting back to
With the fastening system of the present invention, however, this thermal conduit is effectively terminated at the head portion 102 of the fastener 100 because the head portion 102 of the fastener is located at the bottom of the bore 208 formed within the insulated metal panel (IMP) 200. More particularly, the head portion 102 of the fastener 100 is effectively surrounded by means of the insulated core 206, and in addition, in order to further prevent the travel of any thermal radiation upwardly within the bore 208, insulator plugs, not shown, fabricated from a suitable insulation material, such as rubber, neoprene, or the like, may be disposed within the bores 208. It is further noted that by conventionally using the aforenoted relatively long shank fasteners to extend downwardly through the insulated metal panels (IMPs), significant shear stresses are imparted to such long shank fasteners. It is to be appreciated that the insulated metal panels (IMPs) can be subjected to severe hot and cold temperatures, wind forces, and the like, which cause the same to expand and contract and otherwise move relative to the underlying support structure or substrates. Accordingly, these forces impress significant shear loading upon the long-shank fasteners. With the fasteners of the present invention, however, installed within the insulated metal panels (IMPs) as disclosed, for example, within
Obviously, many variations and modifications of the present invention are possible in light of the above teachings. It is therefore to be understood that within the scope of the appended claims, the present invention may be practiced otherwise than as specifically described herein.