This invention relates to gutter guards and protecting gutters from having debris entering the gutter while still allowing water to flow into the gutter.
Rain gutters are generally attached to buildings or structures that have a pitched roof. The gutters are designed to collect and divert rainwater that runs off the roof. The gutter channels the rainwater (water) to downspouts that are connected to the bottom of the gutter at various locations. The downspouts divert the water to the ground surface or underground drainage system and away from the building.
Gutters have a large opening, which runs parallel to the roofline, to collect water. A drawback of this large opening is that debris, such as leaves, pine needles and the like can readily enter the opening and eventually clog the gutter. Once the rain gutter fills up with debris, rainwater can spill over the top and unto the ground, which compromises the effectiveness of the gutter, causing water damage to a home and erode surrounding landscapes.
A primary solution to obstruct debris from entering a gutter opening is the use of debris preclusion devices, most commonly known in the public as gutter guards. Gutter guards are also generically referred to as gutter covers, eavestrough guards, leaf guards or, alternatively via the more technical terms gutter protection systems, debris obstruction device (DOD), debris preclusion devices (DPD) or gutter bridge, etc. Gutter guards/DOD types abound in the marketplace and the industry is constantly innovating to find more efficient configurations that not only keep debris, such as leaves and pine needles out of the gutter, but also even tiny roof sand grit. Concomitant with these innovations are the challenges of achieving self-supporting systems that are simple (e.g., low cost, single piece, easy to fabricate, etc.) as well as systems designed to maintain effectiveness (e.g., durable, easy-to-install, minimal maintenance, etc.) in heavy weather conditions.
In view of the above, various systems and methods are elucidated in the following description, that provide innovative solutions to one or more deficiencies of the art.
The following presents a simplified summary in order to provide a basic understanding of some aspects of the claimed subject matter. This summary is not an extensive overview and is not intended to identify key/critical elements or to delineate the scope of the claimed subject matter. Its purpose is to present some concepts in a simplified form as a prelude to the more detailed description that is presented later.
As one example, one or more embodiments of the exemplary self-supporting gutter debris obstruction devices, (i.e. gutter guard) utilizes its own girder framework.
For keeping costs down to manufacture and for improved performance, one or more embodiments of the exemplary gutter guard devices can utilize one piece of formed perforated sheet material. The perforated sheet material can be entirely perforated or perforated in limited sections.
Further, one or more embodiments of the exemplary gutter guard devices do not require a “separate” framed support under it.
Still further, one or more embodiments of the exemplary gutter guard devices do not require attachment brackets to attach the device to a gutter or a building.
For example, in one aspect of an embodiment, a gutter guard device is provided, comprising: a bridge member composed of a decking material having a plurality of orifices, and having a roof side and an opposing gutter lip side; at least one girder spanning a bottom surface of the bridge member from a proximal end of the bridge member's roof side to a proximal end of the bridge member's gutter lip side; a roof attachment member configured to attach to the roof side of the bridge member; and a gutter attachment member configured to attach to the gutter lip side of the bridge member, wherein the roof attachment member, the bridge member and the gutter attachment member are a single piece of material and the device is self-supporting.
In another aspect of an embodiment, the above is provided wherein the at least one girder is a plurality of girders; and/or wherein a structure of the at least one girder is dual-girdered having a first side joined to an opposing second side via a connecting bottom side; and/or wherein the first and second sides are disposed perpendicular to the bridge member; and/or wherein the at least one girder is disposed at an angle from the bridge member; and/or wherein the plurality of girders are equidistant from each other; and/or wherein a girder of the plurality of girders spans the bridge member in a non-orthogonal orientation; and/or wherein the girder of the plurality of girders is bifurcated; and/or wherein a portion of the at least one girder on at least one of the gutter attachment member and roof attachment member has a reduced profile; and/or wherein the reduced profile is obtained by flattening the portion; and/or wherein a length of the at least one girder is less than a length between the bridge member's roof side and gutter lip side; and/or wherein the at least one girder is made from a separate material from the bridge member; and/or wherein the at least one girder has a cross-sectional profile shape of a “U”; and/or further comprising at least one barricade disposed in the bridge member; and/or wherein the at least one barricade has a shape of at least one of a letter, circle, arrow, crescent, bump, dimple, and polygon; and/or wherein the at least one barricade is a plurality of barricades; and/or wherein the at least one barricade is not made from the bridge member's decking material; and/or wherein a roof side first section of the bridge member has a first elevation and a gutter side second section has a second elevation, the two sections being joined by a third section, to form a non-linear bridge member profile, wherein the at least one girder's profile is matched to the bridge member's profile; and/or wherein the first and section elevations are the same and the third section contains an apex, to form a peak; and/or wherein the first and section elevations are the same and the third section contains an inverted apex, to form a trough; and/or wherein the roof attachment element is flexible, allowing it to be deformed into different attachment angles; and/or a profile of the at least one girder is at least one of a T and upside down L; and/or wherein a lower portion of the at least one girder is angled with respect to an upper portion of the at least one girder; and/or further including at least one of a regular and irregular groove disposed in the bridge member between the plurality of girders; and/or, wherein the at least one groove is a plurality of grooves; and/or wherein a first cross-sectional profile of the at least one groove has a shape of at least one of a hexagon, half-hexagon, triangle, box, sinusoid, off center, dip, and V; and/or wherein a second cross-sectional profile of the at least one groove has a different shape than the first cross-sectional profile's shape; and/or wherein a second cross-sectional profile of the at least one groove has a different size than a size of the first cross-sectional profile's shape; and/or wherein a first groove of the at least one groove is in a reversed orientation to a second groove of the at least one groove; and/or wherein an end profile of the at least one groove forms a train of angled line segments; and/or wherein the train includes a curved segment; and/or further comprising a trough disposed between the gutter side of the bridge member and the gutter attachment member; and/or wherein the trough contains at least one screened window; and/or wherein a girder of the at least one girder is disposed on a top of the bridge member.
In yet another aspect of an embodiment, a gutter guard device is provided, comprising: a unitary member having a roof attachment portion, a bridge portion and a gutter attachment portion, wherein the bridge portion has a plurality of orifices, and at least one girder disposed on a bottom surface of the bridge portion to enable the device to be self-supporting over a gutter, wherein the bridge portion is disposed between the roof attachment portion and the gutter attachment portion.
In yet another aspect of an embodiment, a gutter guard device is provided, comprising: a bridge member having a decking material with a plurality of orifices and a bottom surface, and having a roof side and an opposing gutter lip side; at least one girder having a length spanning at least a portion of the bottom surface; wherein the bridge member and the at least one girder are a single piece of material and the device is self-supporting.
These and other features are described in, or are apparent from, the following detailed description of various exemplary embodiments of the devices and methods according to this invention.
Various exemplary embodiment of this invention will be described in detail, with reference to the following figures.
It should be appreciated that the most commonly used term to describe a debris obstruction (or preclusion) device (DOD) for a rain gutter is gutter guard. However, as stated above, alternate terms are used in the industry (generally from product branding), denoting the same or essentially same purpose of preventing or obstructing the entrance of external debris (e.g., non-water material) into the rain gutter, whereas the gutter can be protected so as to operate effectively. Thus, recognizing the layman may interchangeably use these terms to broadly refer to such devices, any such use of these different terms throughout this disclosure shall not be interpreted as importing a specific limitation from that particular “brand” or “type” of gutter device. Accordingly, while a DOD or gutter bridge may be a more technically accurate term, unless otherwise expressly stated, the use of the term gutter guard, gutter cover, leaf guards, leaf filter, gutter protection systems, gutter device, gutter guard device, and so forth, may be used herein without loss of generality.
The most conventional DOD is a one-piece gutter guard generally made of sheet materials such as plastics or metals, which tend to have very thin profiles. With such a thin profile, they do not exhibit sufficient internal support for live loads (leaves and other organic debris moving across the gutter guard), or dead loads (leaves and other organic debris sitting static on the gutter guard) and so can collapse after installation.
With the introduction of a stainless-steel type micromesh DOD, a complicated rigid frame type support was required under the micromesh to hold it up so it would not collapse under load, such as seen in U.S. Pat. Nos. 7,310,912 & 8,479,454 to Lenney, U.S. Pat. Nos. 7,191,564 & 6,951,077 to Higginbotham.
To avoid the use of complicated support or frame structures, corrugations in a stainless steel micromesh DOD were first used as seen in U.S. Pat. No. 9,021,747 to Lenney. This provided sufficient rigidity in the (micro)mesh itself so that it could span over the top of a gutter without collapsing.
However, self-supporting corrugated DODs tend to have a large percentage of the decking surface covered with corrugations. Some, for example, have 40% or higher of their decking surface made with these corrugations. While the corrugations provide some rigidity to the mesh, numerous conventionally designed corrugations along the longitudinal axis do not always provide enough of a flat surface along the planar areas of the decking to allow debris to roll off the guard. Therefore, having a judiciously increased flat area of the mesh would reduce the lodging problem and also assist in allowing debris to roll off the guard unto the ground.
In view of the above, improved designs for allowing the mesh to span the gutter opening using supporting girders, alternative corrugation types, shapes, arrangements, mesh qualities, angles, trough/groove shapes, structures and so forth are described in the following Figures.
The bridge portion 120 of the device 100 is disposed between the roof attachment portion 110 and the trough portion 130. The trough portion 130 is disposed between the bridge portion 120 and the gutter attachment portion 140.
The device 100 is operably configured to be disposed over a gutter G. The gutter will have a gutter opening GO, which without a gutter guard will readily collect debris falling from nearby trees and the roof. The gutter G also includes a gutter lip GL, and is attached to a building B, which has a roof R. The roof R will generally have some type of cover material, shingle S.
It should be noted that while the various Figs. shown here and in other embodiments below appear to illustrate the girders 150 as being a “solid” material in contrast to an “orificed” material for the bridge portion 120, the girders 150 may be made from the same orificed bridge material so as to have orifices also in the girders 150. Thus, having a solid material girder or an orificed material girder can be utilized. Also, portions of the exemplary device 100 may be pre-orificed or orificed during or after forming of the girder 150.
The roof attachment portion 110, when in use is operably configured to be attached to the roof R. In this exemplary embodiment, the roof attachment portion 110 is disposed under the shingles S on the roof R. It will be appreciated that in other exemplary embodiments, the roof attachment portion 110 can be directly affixed to the roof R or alternately to the building B with conventional fasteners.
The bridge portion 120 includes a plurality of orifices 122. The bridge portion 120 provides bracing support for the plurality of girders 150. The bridge portion 120 laterally connect adjacent girders 150. In an exemplary embodiment, the device 100 be made of a single piece of material, thus the lateral support provided by the bridge portion 120 to the girders 150 is enhanced. This interconnection of the girders 150 enhances the overall strength of the device 100 and further prevents deflection of the device 100 when spanning the gutter G. The density of orifices 122 can be uniformly spaced (as shown in the Figs.) or non-uniformly spaced, according to design preference. Additionally, different size orifices for different sections of the bridge portion 120 may be implemented, if so desired. For example, depending on the size, shape, and structure, the orifice 122 density can be between 4-60 orifices per square inch. Of course, other densities may be utilized, in accordance with the desired performance goals, without departing from the spirit and scope of this disclosure.
The trough portion 130 is disposed slightly below the gutter attachment portion 140, when the device 100 is in use, as shown in
Moreover, in some embodiments, the lateral length of the bridge portion 120 may be shorter or longer than shown. That is, a longer arc (or other shape) may be utilized to provide a larger “welling” area for the water. Further, while the embodiments shown illustrate the bridge portion 130 with a uniform lateral length, it should be appreciated that the length may vary between girders 150 or even be individually non-uniform. As a non-limiting example, the bridge portion 130 can be broadly triangular-shaped (or arc-shaped, etc.) extending into/away from the trough portion 120. Accordingly, one of ordinary skill in the art, upon understanding the effect of the bridge portion 120, may devise various different shapes, arrangements, sizes, and so forth without departing from the spirit and scope of this disclosure.
The gutter attachment portion 140 is operably configured to be fastenable to the gutter G when the device 100 is in use. For example, the gutter attachment portion 140 will overlay the gutter lip GL of the gutter G. It will be appreciated that a variety of conventional fasteners may be utilized to fasten the gutter attachment portion 140 to the gutter lip G, non-limiting examples being screws, rivets, double sided tape, staples, and so forth.
At least one or more girders 150 can be implemented, as shown in
It is understood that the girders described herein are differentiated from corrugations, the former generally being a vertical-like structure with no (or little) consideration for permeability to water, its primary purpose being for providing support. Thus, girder formations are vastly superior (strength-wise) to corrugations and therefore allow a significant span between each other, as opposed to corrugations alone.
It should be appreciated that
For the purposes of consistency with the following Figs.'s orientation of the girders, the vertical dimension of the girder will be referred to as the height, rather than the depth. The “height” of the girder is determined by measuring the distance between the end of the girder against the surface of the deck (or bridge portion) the girder is connected to.
The one-piece sheet material that forms the bridge portion 120, also forms the girders 150. This is in contrast to conventional devices that utilize latticed mesh type material to span the gutter opening. Non-latticed material or solid material girders, such as shown in various embodiments here, allow for a greater distance between adjacent girders than a device with webbed or latticed material. This greater distance provides the advantage of greater areas of planar areas for water to drain through the device 100 and into the gutter G.
For an experimental device 100 placed on a 5″ wide gutter, using 0.04″ thick aluminum or metal sheeting material, the following results were found comparing fixed girder height, varying widths, and adjacent girder distances:
As is apparent, different girder heights and widths may be used according to design preference and material choices. Accordingly, in alternate embodiments the girder height may be less than or greater than shown and the girder width less than or greater than shown.
As detailed in the embodiment shown in
As can be appreciated, the “flattening” of the gutter attachment section of the girders 150 be performed for ease of stacking the device 100, for aesthetic reasons, to reduce its profile to debris flowing off of the device 100. In some embodiments, the flattened girder section may be crimped or pressed (molded, stamped, heated, etc.) into the gutter attachment portion 140 as a means of, or to further reduce its profile. In other embodiments, the flattening may be lessened whereas the girders 150 may protrude at a greater height than shown in
It should be appreciated that while the FIGS. illustrate the “flattened” sections of the girders 150 occurring when entering the gutter attachment portion (not shown) and roof attachment portion 110 of the device 100, it may be desirable to have the flattening being either earlier or later. That is, the flattening can occur at different points than shown.
As shown in
The embodiments described can be made out of a sheet material (e.g., aluminum or metal sheeting), which simplifies the construction thereof. In a tested embodiment, a width between the first and second sides 153 and 154 of the girders 150 was at approximately 0.04 inches. If made of a sheet, non-mesh material such as aluminum or steel can allow for such small widths. If a conventional micro mesh material were used, such as stainless steel micro mesh, the minimum width may only be 0.07 inches. Thus, for a given sheet thickness, it is understood that having a smaller girder width will increase the available planar area between the adjacent girders 150. The greater the planar area, the more orifices can be formed in the bridge portion 120.
And with more area of open space for water to penetrate through, water can penetrate with less resistance, and will provide better overall drainage into the gutter. To illustrate this point, comparing a conventionally corrugated planar surface and a girded planar surface: A decking area (i.e., 100%) may have up to 40% of its surface corrugated, leaving 60% as planar. In contrast, a similar decking area may only require 4% of its area for girders, leaving 96% as planar. Thus, a girder supported system provides larger areas of penetrable open space than a corrugated supported system.
Also, as the height of the girders 150 increase, the dynamic load capacity of the exemplary device 100 increases. The height is the dimension of the girders 150 from the bridge portion 120 to the bottom 155 of the girder 152. Further as the height increases, the lengths from the front to the back of the device 100 can increase. Thus, devices 100, made in accordance with the described embodiments can be designed to cover gutters 12 inches or more, for example.
Table A provides examples of girder height to girder length ratios for determining how long a girder can be when providing support for the one-piece material for an exemplary embodiment made for various gutter widths. Table A show acceptable specifications for these ratios.
As shown in Table A, as the gutter increases in width by one inch, the height of the girder increases by about approximately 0.032 inches. These values were based on a sheet material of aluminum or steel sheeting having an average orifice size of 0.125 inches with an orifice density of 16 per square inch.
Girders of the described embodiments increase load capacity of the devices 100 as the height of the girder increases. These girders also allow for greater distance from each other on the device 100. Thus, fewer girders on the device 100 are needed, which in turn provides a greater area on the bridge portion of the device 100. Fewer girders also means less effort and less material to manufacture, thus saving manufacturing costs.
Table B provides some examples of Girder-Height to Girder-Distance from each other ratios on a 5 Inch Gutter. It will be appreciated that as each girder increases in height by 0.032 inches, the distance between girders increases by 0.25 inches.
Table C provides examples of Girder-Height To Girder-Distance From Each Other Ratios On A 6 Inch Gutter. It will be appreciated that as each girder increases in height by 0.032 inches, the distance between girders increases by 0.18 inches.
As stated above, it will be appreciated that the girders and bridge portions can be of different shapes other than the side view shapes shown in the above embodiments. For example, the various sections can be in the shape of irregular triangles, arches, squares, hexagons, or any other open polygon or irregular polygon or multi-planed shapes, etc. Further, there can be more than one raised or lowed sections or combinations thereof in the bridge portions. Further the raised or lowered sections can share the same decking plane and face up or share the same decking plane and face down, or even lowered and raised while sharing the same plane.
In
Not shown, but inherent to the above discussion are possible variations in the shape of the vertical portion of the girders 1250, 1350, and 1450. For example, the girders may have a bent or curved profile, or combinations thereof. Accordingly, it is understood that additional variations and modifications to the shapes, sizes, orientations are possible to one of ordinary skill in the art and therefore are within the spirit and scope of this disclosure.
It will be appreciated that the girders in various embodiments of the present disclosure can have a variety of contour shapes along their lateral length from the front to back of the gutter guard device other than being perpendicular, somewhat perpendicular or angled.
It will be appreciated that the barricade 2321 can be an impression formed directly in the material of the bridge portion 2320 and/or a separate material affixed to the bridge portion 2320 to produce a pronounced change in the height of the bridge portion 2320. Barricades are localized deformations or shape changes disposed within the bridge portion and, in of themselves, do not provide self-supporting capabilities to the bridge portion. A barricade is essentially a water barricade disposed in the decking between girders. The barricades can be recessed or bumped areas in the decking material, whether the decking be a mesh material, a perforated sheet material, or anything else. Because rainwater, after penetrating through the decking material, typically adheres to the underside of decking while traveling down the device, various shaped obstacles, such as the barricades, formed into the material decking will assist in redirecting the water to drop into the gutter. The early release of water from the decking into the gutter allows non-penetrating water traveling or resting on the top of the decking to penetrate more easily. This feature operates to increase the drainage rate for a given decking area.
If the barricade(s) 2321 are formed protruding to a top surface of the bridge portion 2320, it will protrude “away” from the gutter opening when in use and will aide in preventing debris from not collecting on the device 2300. Particularly, leaves can often be wet and when wet will not readily move off the device 2300. Having the barricade-like structure will allow a leaf, or the like to span from the top surface of the bridge portion 2320 to the barricade-like structure. In this arrangement, the leaf will tend to dry out quicker. Being drier will allow the wind to blow the leave off the gutter. Further, with a gap below the leaf, wind can pass below the leaf, enabling faster drying of the leaf. Still further, the gap allows wind to travel below the leaf and this increases the likelihood the leaf will be blown off of the device 2300.
The size, arrangement, shape, height, positioning and number of barricade(s) may be varied, according to design preference. It will be appreciated that in other various exemplary embodiments, recesses barricades and bump barricades can be combined on the same device.
One or more of these grooves 3322 can be disposed in the planar surface of the bridge portion 3320 and further disposed between adjacent bridges 3352. The grooves 3322 can be disposed across the entire length of the bridge portion 3320. However, it will be appreciated that the grooves 3322 may in other embodiments extend only a portion of the bridge portion 3320. Further, the adjacent grooves can be parallel to one another. However, it will be appreciated that adjacent grooves in other embodiments, can be non-parallel. The grooves 3322 can provide additional support to the device 3300. The grooves 3322 are may be disposed at about 90 degrees to a rear edge of the bridge portion 3320. However, it should be appreciated that the grooves 3322 can, in other embodiments, be disposed at other angles. Further, while these grooves 3322 are shown protruding up (from the gutter opening) in the bridge portion 3320, it will be appreciated that the grooves 3322 can be reversed (i.e., recessed down into the gutter opening) from the surface of the bridge portion 3320.
In some embodiments, it is understood that the size, type, shape, etc. of the grooves 3322 themselves may provide sufficient enough support to mitigate the need for one or more of the girders 3352, even to a point where no girders may be needed for support. Therefore, it is understood that a multi-grooved bridge section will affect the number of girders needed in such a device and a non-girder embodiment can be developed with an appropriately multi-grooved bridge.
As stated above, the above set of examples demonstrate that multiple types of modifications and changes can be made to the grooves. Therefore, other shapes, sizes, and orientations, reversals, flips, thereof are understood to be within the spirit and scope of this disclosure.
Device 3400 also like device 3300 includes at least one groove in the bridge portion 3420. The at least one groove is illustrated here as three grooves 3422, 3423 and 3424. Each of the grooves are half hexagon grooves where a portion of the respective groove is disposed recessed on an underside of the bridge portion 3420 and another portion of the respective groove is disposed bumped “up” on the top side of the bridge portion 3420.
While this invention has been described in conjunction with the specific embodiments outlined above, it is evident that many alternatives, modifications and variations will be apparent to those skilled in the art. Accordingly, the described embodiments of the invention, as set forth above, are intended to be illustrative, not limiting. Thus, various changes and combinations thereof may be made without departing from the spirit and scope of this invention. When structures are identified as a means to perform a function, the identification is intended to include all structures, which can perform the function specified
This non-provisional application claims the benefit and priority of the following: U.S. Provisional Application No. 62/841,467 titled “One Piece Girder Gutter Bridge Gutter Guard,” filed on May 1, 2019; U.S. Provisional Application No. 62/841,422 titled “One Piece Girder Gutter Bridge with Irregular Grooves Gutter Guard,” filed on May 1, 2019; U.S. Provisional Patent Application No. 62/841,387, filed on May 1, 2019, titled “Bifurcated Arched Gutter Bridge Gutter Guard”; and U.S. Non-provisional patent application Ser. No. 16/862,537, filed on Apr. 29, 2020, titled “Gutter Guard with Grooves;” wherein the above-identified applications are incorporated herein by reference in their entireties.
Number | Name | Date | Kind |
---|---|---|---|
1732058 | Martini | Oct 1929 | A |
2229381 | Grow | Jan 1941 | A |
2288121 | Sandmeyer | Jun 1942 | A |
2569568 | Lipshaw | Oct 1951 | A |
2583422 | Haddon | Jan 1952 | A |
2669950 | Bartholomew | Feb 1954 | A |
2674961 | Lake | Apr 1954 | A |
2935954 | Matthews | May 1960 | A |
2997763 | Serfass | Aug 1961 | A |
3350045 | Mayers | Oct 1967 | A |
3436878 | Singer | Apr 1969 | A |
3630383 | Reeves | Dec 1971 | A |
3691343 | Norman | Sep 1972 | A |
3925264 | Corte | Dec 1975 | A |
3950951 | Zukauskas | Apr 1976 | A |
4254595 | Crossien | Mar 1981 | A |
4308696 | Schroeder | Jan 1982 | A |
4435466 | Kuhnel et al. | Mar 1984 | A |
4573290 | Fleming | Mar 1986 | A |
4604837 | Beam | Aug 1986 | A |
4646488 | Burns | Mar 1987 | A |
4745710 | Davis | May 1988 | A |
4750300 | Winger | Jun 1988 | A |
4755229 | Armanini | Jul 1988 | A |
4769526 | Taouil | Sep 1988 | A |
4827686 | Stamper | May 1989 | A |
4941299 | Sweers | Jul 1990 | A |
4949514 | Weller | Aug 1990 | A |
4954015 | McGgowan | Sep 1990 | A |
4959932 | Pfeifer | Oct 1990 | A |
5010696 | Knittel | Apr 1991 | A |
5035092 | Brant | Jul 1991 | A |
5038528 | Brant | Aug 1991 | A |
5044581 | Dressier | Sep 1991 | A |
5067675 | Brant | Nov 1991 | A |
5092086 | Rognsvoog, Sr. | Mar 1992 | A |
5098045 | Pepper | Mar 1992 | A |
5107635 | Carpenter | Apr 1992 | A |
5109640 | Creson | May 1992 | A |
5127200 | Doran | Jul 1992 | A |
5181350 | Meckstroth | Jan 1993 | A |
5216852 | Bemis et al. | Jun 1993 | A |
5228247 | Dressler | Jul 1993 | A |
5257482 | Sichel | Nov 1993 | A |
5261195 | Buckenmaier | Nov 1993 | A |
5315090 | Lowenthal | May 1994 | A |
5321920 | Sichel | Jun 1994 | A |
5371979 | Kwiatkowski et al. | Dec 1994 | A |
5375379 | Meckstroth | Dec 1994 | A |
5391858 | Tourangeau et al. | Feb 1995 | A |
5398464 | Jacobs | Mar 1995 | A |
5406754 | Cosby | Apr 1995 | A |
5406755 | Serano | Apr 1995 | A |
5406756 | Bemis et al. | Apr 1995 | A |
5438803 | Blizard, Jr. | Aug 1995 | A |
5459965 | Meckstroth | Oct 1995 | A |
D364338 | Cline | Nov 1995 | S |
5522185 | Cline | Jun 1996 | A |
D372421 | Cline | Aug 1996 | S |
5558705 | Keemer et al. | Sep 1996 | A |
5570557 | Kwiatkowski et al. | Nov 1996 | A |
5617678 | Morandin | Apr 1997 | A |
5640809 | Iannelli | Jun 1997 | A |
5729931 | Wade | Mar 1998 | A |
5759255 | Venturini et al. | Jun 1998 | A |
5836117 | Johnson | Nov 1998 | A |
5842311 | Morin | Dec 1998 | A |
5842469 | Rapp et al. | Dec 1998 | A |
5848857 | Killworth et al. | Dec 1998 | A |
5878533 | Swanfeld | Mar 1999 | A |
5893240 | Ealer, Sr. | Apr 1999 | A |
D418403 | Cline | Jan 2000 | S |
D419863 | Mullane | Feb 2000 | S |
6035587 | Dressler | Mar 2000 | A |
6134843 | Tregear | Oct 2000 | A |
6194049 | Bindschedler-Galli et al. | Feb 2001 | B1 |
6194519 | Blalock et al. | Feb 2001 | B1 |
6205715 | Rex | Mar 2001 | B1 |
6225600 | Burris | May 2001 | B1 |
6223777 | Smith et al. | Jun 2001 | B1 |
6266929 | Cline | Jul 2001 | B1 |
6341462 | Kiik et al. | Jan 2002 | B2 |
D457423 | Mullane | May 2002 | S |
6412228 | Meckstroth | Jul 2002 | B1 |
6468613 | Kitano | Oct 2002 | B1 |
D475613 | Mullane | Jun 2003 | S |
6598352 | Higginbotham | Jul 2003 | B2 |
6607781 | Joedicke et al. | Aug 2003 | B2 |
D481929 | McNichol | Nov 2003 | S |
6543729 | Ylonen | Nov 2003 | B1 |
6700098 | Wyatt et al. | Mar 2004 | B1 |
6708452 | Tenute | Mar 2004 | B1 |
6759630 | Tenute | Jul 2004 | B1 |
D494461 | Dressler | Aug 2004 | S |
D495595 | Dressler | Sep 2004 | S |
D499331 | Dressler | Dec 2004 | S |
6933007 | Fensel et al. | Aug 2005 | B2 |
6942419 | Knak et al. | Sep 2005 | B2 |
6944991 | Kim | Sep 2005 | B2 |
6944992 | Brochu | Sep 2005 | B2 |
6951077 | Higginbotham | Oct 2005 | B1 |
6951323 | McNichol | Oct 2005 | B1 |
D511451 | Mullane | Nov 2005 | S |
6959512 | Cobb | Nov 2005 | B2 |
D514670 | Handley | Feb 2006 | S |
7017614 | Handley | Mar 2006 | B2 |
D519025 | Dressler | Apr 2006 | S |
7056422 | Swistun | Jun 2006 | B2 |
7104012 | Bayram | Sep 2006 | B1 |
7127852 | Dressler | Oct 2006 | B1 |
7174677 | Dressler | Feb 2007 | B1 |
7174688 | Higginbotham | Feb 2007 | B2 |
7191564 | Higginbotham | Mar 2007 | B2 |
7241500 | Shiao et al. | Jul 2007 | B2 |
7310912 | Lenney | Dec 2007 | B2 |
7340863 | Dressler | Mar 2008 | B1 |
7434358 | Smith | Oct 2008 | B2 |
7448167 | Bachman | Nov 2008 | B2 |
7493686 | Barford | Feb 2009 | B2 |
7516576 | Mullane | Apr 2009 | B1 |
7597119 | Boettner | Oct 2009 | B2 |
7624541 | Gentry | Dec 2009 | B2 |
7665247 | Pratt | Feb 2010 | B1 |
7677271 | Boettner | Mar 2010 | B2 |
7726076 | Staub | Jun 2010 | B2 |
7743561 | Frederick | Jun 2010 | B1 |
7793465 | McCann | Sep 2010 | B2 |
7913458 | Higginbotham | Mar 2011 | B2 |
D638920 | Ealer, Sr. | May 2011 | S |
7946081 | Frederick | May 2011 | B1 |
7975435 | Lenney | Jul 2011 | B2 |
8033058 | Block | Oct 2011 | B2 |
8079183 | Lenney | Dec 2011 | B2 |
8251302 | Sloan, Jr. | Aug 2012 | B2 |
8297000 | Demartini | Oct 2012 | B1 |
8276321 | Bell | Nov 2012 | B2 |
8312677 | Higginbotham | Nov 2012 | B2 |
8418410 | Martin | Apr 2013 | B2 |
8438788 | Bell et al. | May 2013 | B2 |
8479454 | Lenney | Jul 2013 | B2 |
8495837 | McCoy | Jul 2013 | B2 |
8572899 | Pearce et al. | Nov 2013 | B1 |
8607827 | Bell | Dec 2013 | B2 |
8677694 | Ash | Mar 2014 | B2 |
8689837 | Smith | Apr 2014 | B1 |
D709357 | Bell | Jul 2014 | S |
8782960 | Nark | Jul 2014 | B2 |
9080328 | Smith | Jul 2015 | B1 |
D752722 | Boettner | Mar 2016 | S |
9309995 | Bell | Apr 2016 | B2 |
9487955 | Breyer | Nov 2016 | B2 |
D790672 | Benjamin | Jun 2017 | S |
9683371 | Nitch | Jun 2017 | B1 |
9890535 | Breyer | Feb 2018 | B2 |
9976309 | Lenney | May 2018 | B2 |
9982438 | Casey | May 2018 | B2 |
10081937 | Elliott | Sep 2018 | B2 |
D837048 | Benjamin et al. | Jan 2019 | S |
10233647 | Benjamin et al. | Mar 2019 | B2 |
D878189 | Benjamin et al. | Mar 2020 | S |
10711464 | Tatasciore | Jul 2020 | B1 |
10801208 | Bryer | Oct 2020 | B1 |
10808408 | Tatasciore | Oct 2020 | B1 |
20010054625 | Iggulden | Dec 2001 | A1 |
20030046876 | Higginbotham | Mar 2003 | A1 |
20030187539 | Smith | Oct 2003 | A1 |
20030198736 | Fensel et al. | Oct 2003 | A1 |
20050072114 | Shiao et al. | Apr 2005 | A1 |
20050235577 | Smith | Oct 2005 | A1 |
20050257432 | Higginbotham | Nov 2005 | A1 |
20050279036 | Brochu | Dec 2005 | A1 |
20060037252 | Gosse et al. | Feb 2006 | A1 |
20060090404 | Lovell | May 2006 | A1 |
20060117670 | Tsioris | Jun 2006 | A1 |
20060179723 | Robins | Aug 2006 | A1 |
20060196124 | Bachman | Sep 2006 | A1 |
20060213129 | Bachman | Sep 2006 | A1 |
20060230687 | Ealer, Sr. | Oct 2006 | A1 |
20060277831 | Bachman | Dec 2006 | A1 |
20060283096 | Bachman | Dec 2006 | A1 |
20060288652 | Gurr | Dec 2006 | A1 |
20070054129 | Kalkanoglu et al. | Mar 2007 | A1 |
20070065640 | Joedicke | Mar 2007 | A1 |
20070094939 | Bachman | May 2007 | A1 |
20070107323 | Higginbotham | May 2007 | A1 |
20070199276 | Duque | Aug 2007 | A1 |
20070218251 | Jacobs | Aug 2007 | A1 |
20070214731 | Bachman | Sep 2007 | A1 |
20070220814 | Faulks | Sep 2007 | A1 |
20070234647 | Higginbotham | Oct 2007 | A1 |
20070246449 | Bachman | Oct 2007 | A1 |
20070193012 | Bergman et al. | Nov 2007 | A1 |
20080000169 | Handley | Jan 2008 | A1 |
20080187708 | Decker | Aug 2008 | A1 |
20080248241 | Kalkanoglu et al. | Oct 2008 | A1 |
20090056234 | Brochu | Mar 2009 | A1 |
20090064628 | Mellott et al. | Mar 2009 | A1 |
20090139180 | Kehs et al. | Jun 2009 | A1 |
20090300995 | Nikolopoulos | Dec 2009 | A1 |
20100042579 | Larsen et al. | Feb 2010 | A1 |
20110047930 | Nark | Mar 2011 | A1 |
20110049118 | Nark | Mar 2011 | A1 |
20110056145 | Lenney | Mar 2011 | A1 |
20110067318 | Lenney et al. | Mar 2011 | A1 |
20110138698 | Neumann | Jun 2011 | A1 |
20110253611 | Higginbotham | Oct 2011 | A1 |
20120042579 | McCoy | Feb 2012 | A1 |
20120049511 | Bell et al. | Mar 2012 | A1 |
20120068452 | Boettner | Mar 2012 | A1 |
20120144759 | Higginbotham | Jun 2012 | A1 |
20130097943 | Higginbotham | Apr 2013 | A1 |
20130160377 | Sager | Jun 2013 | A1 |
20130160378 | Higginbotham | Jun 2013 | A1 |
20130284650 | Higginbotham | Oct 2013 | A1 |
20140013702 | Pearce et al. | Jan 2014 | A1 |
20140130929 | Elliott et al. | May 2014 | A1 |
20140196400 | Bell | Jul 2014 | A1 |
20140263001 | Higginbotham | Sep 2014 | A1 |
20150143756 | Higginbotham | May 2015 | A1 |
20150225959 | Lenney | Aug 2015 | A1 |
20170089071 | Smith et al. | Mar 2017 | A1 |
20180127981 | Brochu | May 2018 | A1 |
20180179761 | Higginbotham | Jun 2018 | A1 |
20190277033 | Gori | Sep 2019 | A1 |
Number | Date | Country |
---|---|---|
2013201320 | Mar 2013 | AU |
1310167 | Nov 1992 | CA |
2021168 | Feb 2002 | CA |
2021169 | Feb 2002 | CA |
2476351 | Nov 2005 | CA |
2551297 | Dec 2007 | CA |
2390777 | May 2008 | CA |
2752598 | Mar 2013 | CA |
1344640 | Apr 2006 | EP |
2518226 | Oct 2012 | EP |
2694775 | Nov 1997 | FR |
06-146506 | May 1994 | JP |
09228592 | Sep 1997 | JP |
2000-008559 | Jan 2000 | JP |
1989-10803 | Jul 1989 | KR |
1989-23083 | Dec 1989 | KR |
1998-16228 | Jun 1998 | KR |
WO1999053157 | Oct 1999 | WO |
Entry |
---|
Valor Gutter Guard's Melt Away Use Guide, published Apr. 2014. |
Number | Date | Country | |
---|---|---|---|
20200347606 A1 | Nov 2020 | US |
Number | Date | Country | |
---|---|---|---|
62841467 | May 2019 | US | |
62841422 | May 2019 | US | |
62841387 | May 2019 | US |
Number | Date | Country | |
---|---|---|---|
Parent | 16862537 | Apr 2020 | US |
Child | 16864121 | US |