1. Field of the Invention
The present invention relates to fasteners employed to fasten a covering material to an underlying substrate. More particularly, the invention relates to a stress plate with a fastener for fastening a membrane, such as a roof membrane or roofing insulation, to a roof deck, a wall, concrete, stone, plaster, or wood.
2. Reported Development
Fasteners are conventionally employed in the building industry for fastening or clamping a flexible membrane, such as an insulation membrane to a substrate, such as a roof deck. The fasteners typically comprise a large head portion and a shank portion. In use, the shank portion is driven through the membrane into the underlying substrate to anchor the fastener thereinto, while the head portion holds the membrane against the substrate and prevent removal thereof by wind lift. The undersurface of the head portion is typically provided with gripping means so that the membrane is prevented from moving or sliding under the fastener. The gripping means are designed not to penetrate the membrane in order to prevent atmospheric moisture from entering into the substrate through the holes which tend to be made by the gripping means. It is also important that the gripping means are spread/distributed in the undersurface of the head portion of the stress plate in order prevent tearing of the membrane. Conventional fasteners are illustrated by the following references.
U.S. Pat. No. 4,787,188 discloses a stress plate for securing a roof membrane to a roof deck. The stress plate is circular having a top surface and a bottom surface with a central circular opening for receiving a screw for fastening the stress plate over a roof membrane and to the roof deck. The stress plate is equipped with four gripping prongs of triangular shape which are circumferentially spaced from each other by 90°.
In use a first membrane is applied to a roof deck surface, then the membrane is secured to the roof deck surface with the stress plate and the screw. A top sheet or membrane is lapped over the first membrane to cover the stress plate and welded to the first membrane. The four gripping prongs in the stress plate grip the first sheet and hold the same on top of the roof deck without tearing.
U.S. Pat. No. 5,049,018 discloses a fastener for gripping a substrate material. The fastener is of a unitary piece comprising a head portion, a shaft portion, and a hook portion at the end of the shaft portion, wherein the hook portion has an outwardly and upwardly extending resilient end portion. The end portion has an end surface which provides gripping contact with a wall of a hole in a substrate into which the fastener is inserted.
It is apparent that the reference invention is directed to a fastener the construction of which insures that the fastener will not be dislodged by wind uplift from the hole of the substrate.
U.S. Pat. No. 5,163,798 relates to a fastener assembly which is employed to secure plies or membranes of roofing, felt and paper to prevent the materials from being blown off the base roofing material before the base material is sufficiently hardened.
The assembly comprises a fastener and a retainer plate. The assembly includes a fastener plate which defines a substantially rectangular opening. The fastener includes a head and a pair of legs which are integrally hingably connected to the head. The legs have a contoured distal portion and an angular side configuration so that at least one of the legs is forced apart as the fastener is driven into the base material.
U.S. Patent Application Publication No. 2003/0196398 disclose a stress plate comprising:
a circular disc having a central aperture for receiving a screw fastener;
concentric ribs between the central aperture and the peripheral edge of the plate for providing reinforcing and bending or flexibility characteristics; and
a plurality of singly spaced downwardly extending projections to engage and hold an underlying roof membrane on the roof of a building.
The stress plate has two concentrically disposed annular rib members: a first radially inner, upwardly extending rib member; and a second, radially outer upwardly extending rib member. The first rib member is larger in both radial extent and elevational height than the second rib member. The first member provides rigidity while the second member provides flexibility to the stress plate.
U.S. Pat. No. 6,250,034 discloses a membrane plate for attaching a membrane to a roof comprising:
an oval shaped body;
an opening in the center of the oval shaped body to receive a screw member therethrough; and
a plurality of spaced apart lenses joined to the oval shaped body with hinges extending downwardly from the oval shaped body.
U.S. Pat. No. 5,951,225 discloses a large area washer of square, rectangular and elliptical shape comprising:
a large area plate;
an aperture in the center portion of the plate to receive a fastener therethrough;
stiffeners in the form of beads or indentations in the plate;
unreinforced corner regions outside the stiffeners which can be resiliently bent; and
engaging components formed in the comer regions.
We have observed that under windy conditions the prior art fasteners need improvement in securely holding a flexible membrane on a substrate without the gripping means penetrating the flexible membrane, and without tearing the flexible membrane.
Accordingly, an object of the present invention is to provide a new and improved stress plate with a fastener to allow attachment of one or more flexible membranes to an underlying substrate without tearing the flexible membrane or allowing it to slip out from under the stress plate.
The present invention comprises two non-integral components: a stress plate, and a fastener. In use the stress plate and the associated fastener attach and firmly hold a flexible membrane to an underlying substrate, such as a roof deck. The stress plate has a top surface and a bottom surface and is provided with multiple pairs of barbs extending vertically outwardly from the bottom surface and having sufficient length to grip the flexible membrane without puncturing therethrough. The stress plate further includes an opening in its central portion to allow a fastener, such as a screw, therethrough for attachment of the stress plate to the underlying substrate. The opening may be circular or rectangular.
The rib members are of the same elevational height and along with the stress plate, are completely rigid, stiff and inflexible. Other descriptors that define the stress plate include unresilient, unyielding and unbending. These descriptors are relevant to the stress plate per se, and also when the stress plate is installed to secure a roof membrane to an underlying roof surface.
The present invention comprises eight embodiments.
In the first embodiment of the invention the stress plate is circular having an opening in its center portion and three dome-shaped concentric ribs or protuberances rising above the top surface of the stress plate for providing sufficient strength thereto. The radius of the concentric ribs increases from the center opening to the circumference of the stress plate. Separating the first and second concentric ribs there is a first concentric depression or dimple, and separating the second and third concentric ribs there is a second concentric depression or dimple. A flat surface extends between the third rib and the edge or circumference of the stress plate.
The first dimple is provided with a multiplicity of pairs of barbs extending 90° downward from the bottom surface of the stress plate, and preferably, four to eight pairs of triangular, rectangular, or semi-circular barbs approximately evenly space from each other. The flat surface of the stress plate adjacent to the edge is provided with a multiplicity of pairs of barbs extending downward from the bottom surface of the stress plate, and preferably, four to ten pairs of triangular, rectangular, or semi-circular pairs of barbs approximately evenly spaced from each other.
In the second embodiment of the invention the stress plate is elliptical having an opening in its center portion and three dome-shaped concentric ribs or protuberances rising above the top surface of the stress plate for providing sufficient strength thereto. Separating the first and second concentric ribs there is a first concentric depression or dimple, and separating the second and third concentric ribs there is a second concentric depression or dimple. A flat surface extends between the third rib and the edge or circumference of the stress plate.
The first dimple is provided with a multiplicity of pairs of barbs extending 90° downward from the bottom surface of the stress plate, and preferably, four to eight pairs of triangular, rectangular, or semi-circular barbs approximately evenly spaced from each other. The flat surface of the stress plate adjacent to the edge is provided with a multiplicity of pairs of barbs extending downward from the bottom surface of the stress plate, and preferably, four to ten pairs of triangular, rectangular, or semi-circular pairs of barbs approximately evenly spaced from each other.
In the third embodiment of the invention the stress plate is of square configuration having an opening in its center portion and three dome-shaped concentric ribs or protuberances running parallel to each other and to the edge of the stress plate rising above the top surface of the stress plate for providing sufficient strength thereto. Separating the first and second ribs there is a first depression or dimple, and separating the second and third ribs there is a second depression or dimple. A flat surface extends between the third rib and the edge or circumference of the stress plate.
The first dimple is provided with a multiplicity of pairs of barbs extending 90° downward from the bottom surface of the stress plate, and preferably, four to eight pairs of triangular, rectangular, or semi-circular barbs approximately evenly spaced from each other. The flat surface of the stress plate adjacent to the edge is provided with a multiplicity of pairs of barbs extending 90° downward from the bottom surface of the stress plate, and preferably, four to ten pairs of triangular, rectangular, or semi-circular pairs of barbs approximately evenly spaced from each other.
In the fourth embodiment of the invention the stress plate is of rectangular configuration having an opening in its center portion and three dome-shaped ribs or protuberances running parallel to each other and to the edge of the stress plate rising above the top surface of the stress plate for providing sufficient strength thereto. Separating the first and second ribs there is a first depression or dimple, and separating the second and third ribs there is a second depression or dimple. A flat surface extends between the third rib and the edge or circumference of the stress plate.
The first dimple is provided with a multiplicity of pairs of barbs extending 90° downward from the bottom surface of the stress plate, and preferably, four to eight pairs of triangular, rectangular, or semi-circular barbs approximately evenly spaced from each other. The flat surface of the stress plate adjacent to the edge is provided with a multiplicity of pairs of barbs extending 90° downward from the bottom surface of the stress plate, and preferably, four to ten pairs of triangular, rectangular, or semi-circular pairs of barbs approximately evenly spaced from each other.
In the fifth embodiment of the invention the stress plate is circular having an opening in its center portion and two dome-shaped concentric ribs or protuberances rising above the top surface of the stress plate for providing sufficient strength thereto. The radius of the first concentric rib close to the opening is smaller than the radius of the second concentric rib close to the circumference of the stress plate. Separating the first and second concentric ribs there is a concentric depression or dimple. A flat surface extends between the second rib and the edge or circumference of the stress plate.
The first dimple is provided with a multiplicity of pairs of barbs extending 90° downward from the bottom surface of the stress plate, and preferably, four to eight pairs of triangular, rectangular, or semi-circular pair of barbs approximately evenly space from each other. The flat surface of the stress plate adjacent to the edge is provided with a multiplicity of pairs of barbs extending downward from the bottom surface of the stress plate, and preferably, four to ten pairs of triangular, rectangular, or semi-circular pairs of barbs approximately evenly spaced from each other.
In the sixth embodiment of the invention the stress plate is elliptical having an opening in its center portion and two dome-shaped concentric ribs or protuberances rising above the top surface of the stress plate for providing sufficient strength thereto. Separating the first and second concentric ribs there is a first concentric depression or dimple. The edge or circumference of the stress plate terminates in a substantially flat surface.
The dimple is provided with a multiplicity of pairs of barbs extending 90° downward from the bottom surface of the stress plate, and preferably, four to eight pairs of triangular, rectangular, or semi-circular barbs approximately evenly space from each other. The flat surface of the stress plate adjacent to the edge is provided with a multiplicity of pairs of barbs extending 90° downward from the bottom surface of the stress plate, and preferably, four to ten pairs of triangular, rectangular, or semi-circular pairs of barbs approximately evenly spaced from each other.
In the seventh embodiment of the invention the stress plate is of square configuration having an opening in its center portion and two dome-shaped ribs or protuberances running parallel to each other and to the edge of the stress plate rising above the top surface of the stress plate for providing sufficient strength thereto. Separating the first and second ribs there is a depression or dimple. A flat surface extends between the second rib and the edge or circumference of the stress plate.
The dimple is provided with a multiplicity of pairs of barbs extending 90° downward from the bottom surface of the stress plate, and preferably, four to eight pairs of triangular, rectangular, or semi-circular barbs approximately evenly space from each other. The flat surface of the stress plate adjacent to the edge is provided with a multiplicity of pairs of barbs extending 90° downward from the bottom surface of the stress plate, and preferably, four to ten pairs of triangular, rectangular, or semi-circular pairs of barbs approximately evenly spaced from each other.
In the eighth embodiment of the invention the stress plate is of rectangular configuration having an opening in its center portion and two dome-shaped ribs or protuberances running parallel to each other and to the edge of the stress plate rising above the top surface of the stress plate for providing sufficient strength thereto. Separating the first and second ribs there is a depression or dimple. A flat surface extends between the second rib and the edge or circumference of the stress plate.
The dimple is provided with a multiplicity of pairs of barbs extending 90° downward from the bottom surface of the stress plate, and preferably, four to eight pairs of triangular, rectangular, or semi-circular barbs approximately evenly spaced from each other. The flat surface of the stress plate adjacent to the edge is provided with a multiplicity of pairs of barbs extending 90° downward from the bottom surface of the stress plate, and preferably, four to ten pairs of triangular, rectangular, or semi-circular pairs of barbs approximately evenly spaced from each other.
The invention will be further described with respect to the accompanying drawings wherein:
Reference is now being made to the drawings wherein like numerals represent like parts throughout the figures showing the various embodiments of the present invention.
First Embodiment—Circular with Three Ribs
Second Embodiment—Elliptical with Three Ribs
Third Embodiment—Square with Three Ribs
Frourth Embodiment—Rectangular with Three Ribs
Fifth Embodiment—Circular with Two Ribs
Sixth Embodiment—Elliptical with Two Ribs
Seventh Embodiment—Square with Two Ribs
Eighth Embodiment—Rectangular with Two Ribs
The length of the barbs may vary depending on the thickness of the roof membrane which is to be attached to the underlying roof deck. Typically, the length of the barbs would be in the range of 0.1-1.0 centimeter or more, and preferably in the range of 0.2-0.5 centimeter.
The barbs are formed by cutting the same from the surface of the stress plate and bending them 90° from the surface of the stress plate.
The stress plates are made of materials including galvanized carbon steel and stainless steel. Softer metals such as copper or aluminum may also be used, however, the thickness of the stress plate should be larger to provide sufficient integrity to the stress plate. The thickness of the stress plate typically is about 0.05-0.1 cm. The fastener is typically a screw of 4 to 10 cm long having thread thereon.
Wind Uplift Test
Comparative wind uplift tests were conducted on the double barb stress plates of the present invention, and the single barb stress plate. The wind uplift test measures the resistance of the roofing system to high wind currents. For example, a three second burst of wind at 175 miles per hour can exert a negative pressure of 90 pounds per square foot on the roof system.
The roofing system consists of: a roof deck, an insulating layer placed on the roof deck, and a roof membrane placed on the top of the insulating layer. The respective plates were then attached to the roofing system by inserting the respective fasteners through the stress plates, the roof membranes, and the insulating layer and into the roof deck and holding the roofing system at 15 pounds per square feet intervals starting at 30 pounds per square feet from sixty seconds until failure. Failure of the roofing system was measured by the membrane tearing around the stress plates.
The roofing system having the double barb stress plate passed the wind uplift test at 60 seconds at 90 pounds of pressure per square feet, while the roofing system having the single barb stress plate failed at 47 seconds at 75 pounds of pressure per square feet.
Having described the invention with reference to its preferred embodiments, it is to be understood that modifications within the scope of the invention will be apparent to those skilled in the art.
This application is a continuation-in-part of copending application Ser. No. 10/357,113 filed on Feb. 3, 2003.
Number | Date | Country | |
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Parent | 10357113 | Feb 2003 | US |
Child | 11083799 | Mar 2005 | US |