This invention relates to roofing systems for homes and commercial structures.
Throughout the history of constructing homes and business buildings, hail has been a major source of damage to roofs, costing untold amounts in money and labor for the owners of the structures and the insurance companies which cover them. Many “hail resistant” roofing products have been brought to market, but the problem persists, so insurance rates remain high, destruction of difficult-to-recycle materials remains high, and the demand for labor to perform installations and repairs at dangerous heights remains high.
Disclosed is an invention which includes a section of a roof covering system, such as a shingle, having a flat base with planar top surface; and a plurality of fins disposed on the planar top surface at an essentially orthogonal angle to the planar top surfaces, forming a plurality of valleys between the fins, thereby forming a plurality of protrusions and recesses to damage, disintegrate and redirect hailstones which are incident upon the portion of the roof covering system.
The figures presented herein, when considered in light of this description, form a complete disclosure of one or more embodiments of the invention, wherein like reference numbers in the FIGS. represent similar or same elements or steps.
The present inventor has recognized that existing roofing systems, components and materials remain susceptible to hail damage even though they are designed and advertised to be hail resistant. The present inventor has departed from the conventional design of using materials which are impact resistant to employ a novel approach of making the shingles themselves destructive to hail stones which strike them, through a combination of features to break apart hail stones and to redirect their remaining energy through deflection. Additionally, some embodiments of the present invention provide for novel interlocking features that improve resistance to wind lift of the shingles in the system.
The function and benefit of the embodiments of the present invention are to produce a stronger and more durable shingle that offers a higher impact protection to the shingle primarily from hailstones, with optional design features which provide higher protection from high wind uplift and high wind damages. Increased hail impact durability is provided by raised ridges and fins that rise above the shingle base, while the shingle base offers the conventional water shedding attributes similar to most other roofing products that protect the space below from water intrusion.
When a falling hailstone comes into contact with the ridge or fin elements, the impact mechanics allow for a higher percentage of hailstones, with a higher kinetic energy value, and/or a higher compressive stress value, to disintegrate when the momentum transfer has occurred. The remaining kinetic energy held by the falling or wind driven hailstone gets focused at a smaller point of contact with the ridge or fin. The energy from the hailstone impact received at the contact point of the ridge or fin is dispersed along the ridge or fin outwardly at a decreasing value, and also transferred downward into the shingle base under the ridge or fin, resulting in a larger and more dispersed impact energy area than conventional designs that do not offer a separate impact point above the shingles base.
This shingle advanced and improved function allows for a higher hail impact resistance, without damage to the roof covering or shingle when compared other roofing finish products that do not incorporate these ridge or fin elements.
At a certain point when impact occurs with consideration to the hailstones integrity value to keep its form, shape and size, and when the kinetic energy value that is transferred into the hailstone at the impact point, the hail stone will tend to disintegrate partially, or fully fail to keep its original form, shape and size.
The raised ridges or fins deliver higher compressive stress forces to the hailstone, than roof coverings that do not incorporate this design. This will occur more often when the hailstone impacts the roof covering at a perpendicular or 90 degree angle.
At least one benefit of embodiments according to the present invention is that this new shingle design is prone to make the hailstone disintegrate earlier and easier when it impacts the ridge or fin at a more focused point(s) of impact. Smaller and larger hailstones will fail or disintegrate without permanently damaging the shingle, and will offer a design that contributes to less wear and tear for a longer usable life span of the product.
Once the hailstone impacts any roof covering and fails to keep its original form, shape and size, it partially or fully disintegrates into smaller pieces. Those smaller pieces then travel at a reduced speed, and thus hold far less individual mass and kinetic energy damage potential. Once this occurs, what is left of the once solid hailstone no longer carries much damage potential to the undamaged roof coverings. This disintegration occurs more often when the hailstone is traveling perpendicular, or close to perpendicular to the roofing surface and maximum compression force occurs.
The hailstones disintegration or changes in trajectory after impact will continue to occur until the kinetic energy and the integrity of the hailstone exceeds the integrity value of the shingles causing a split, separation, opening, tearing, fracturing or rupturing. When this occurs and the shingle fails to shed 100% of the water, or there is reason to believe there will be a diminution of water shedding capabilities, the damage may allow moisture to pass through the shingle base. One of the benefits of this shingle design will disintegrate larger hailstones with higher damage potential than roofing products without the ridge or fin feature.
At some point if there is not a sufficient impact or reduction of energy absorbed by the falling hailstone from a sudden decrease in speed and trajectory as a result of momentum transfer from a roof covering impact, the hailstone may ricochet, bounce, or glance off the roof covering without disintegrating. This results in the diverted hailstone retaining less damage potential to the undamaged roof coverings.
The raised ridges or fins design may provide additional damage protection during the initial impact or momentum transfer from the incoming hailstone, when the raised ridge/fin diverts the hailstone at a higher degree of angle when compared to more conventional roof covering that do not offer this raised ridge/fin design element. Depending on the angle at which the hailstone impacts, and its strength/integrity characteristics, a portion or percentage of the hailstone may enter the valley area before impact occurs at the ridge/fin. When this occurs, the impact point is at a different angle to the hailstone's center of mass that it would be if that same hailstone impact was to a flat surface. The impact mechanics of this will allow for a bigger transfer of momentum, and additional kinetic energy to be transferred to the shingle. After the impact, the hailstone will now carry less damage potential, and the trajectory will be altered at an increased deflection angle. This would occur more often when the hailstone is being driven by wind and impacts the raised ridge/fin in a more side impact manner, as opposed to a parallel impact along the ridge/fin axis. This momentum transfer will deliver a higher level of kinetic energy into this shingle design, because the impact point will be at a different spherical angle than the traditional glancing impact of the hailstone.
As the hailstones get larger with more mass and more kinetic energy, and when hailstones contain a high level of structural integrity, the hailstones damage potential increases. All finished roof coverings have damage thresholds. In particular a hail damage threshold indicates the smallest size of hail which might cause functional hail damage to a particular type of roof covering. Based on many atmospheric conditions, the hailstone's characteristics including but not limited to, volume, free-fall velocity, size, mass, density, temperature, state of physical bonds, elemental or chemical makeup, and direction or angle of impact, an exact hail damage threshold cannot be determined, but can be approximated.
Considering all the variables and impact mechanics, additional testing results will be useful in determining how a specific embodiment performs in a real-world setting for specific geographic areas and the hailstones which occur ordinarily in those areas. A general average or range of hail damage thresholds can be determined and utilized, as long as the test are performed in a consistent and congruous trial setting.
Falling or wind driven hailstones do not need to necessarily impact ridge/fin at a 90 degree or perpendicular angle in order to disintegrate the hailstone partially or fully. The hailstones may make initial contact at a slight, moderate or high degree of angle, and this ridged or finned shingle will continue to offer a greater impact resistance than roof coverings that do not offer this ridge/fin design.
Some embodiments according to the present invention may allow the ridge or fin to run straight, plumb, vertically from the top of the roof down to the roofs edge or eve. Other embodiments may allow the ridges or fins to run consistently at an angle, or change directions to allow for designs that may be aesthetically pleasing to the end user. Still other embodiments may allow for every other, third, fourth, fifth etc. ridge or fin to be taller, shorter, thicker/wider, than others within the roof covering. The ridge or fin elements may also have two or more different heights, thickness and widths.
Yet other embodiments may have the ridge or fin elements changing course every 1″, 2″, 3″, etc. using a hard angle change, or smother radius angle change, to protect against hailstone impacts which occur at a high degree of angle instead of the unmanipulated vertically free-falling hailstones. Most embodiments will remain consistent with a continuation or congruity within the ridge/fin pattern, but may not necessarily have a common replication of ridge or fin dimensions. One example is a roof area may have some protection from a large tree canopy, or upper level patio deck, or a larger structure such as a separate building, that may protect one side or area of the roof. The reason may be some roof areas may not require the added expense involved utilizing a larger or taller ridge/fin pattern that may have higher manufacturing cost.
Another embodiment may have one or more layers of reinforcing materials held within the shingle body, much like rebar in some concrete applications.
Another feature or benefit from of the embodiments of the present invention is the angled overlap at the termination of the ridge/fin. This feature allows for a next course of roofing material to withstand higher wind uplift protection. If there are sufficient wind speeds to create uplift at the lowest exposed edge of the shingle, where this typically occurs, the overlapping ridge/fin from the downslope shingle that extends over the start or beginning of the upslope shingle, will stop and hold the upslope shingles base's starting edge from rising sufficiently to cause or allow any damage to the upslope's shingle. This overlapping ridge/fin design greatly increases the threshold for high wind uplift before any wind damage can occur to the roof covering. For this design to fail, either the many ridge/fin overlap points will need to be sheared off by the shingle base that is being held by those points, or where the shingle base contacts the overlapping points will need to rip or tear in a way that will allow the base to get passed, or raise above the overlapping points that were holding that edge down.
The extreme high wind uplift protection may also be bolstered by where the shingle fastener placement occurs with relation to the downslope shingle. The faster placement of the downslope shingle is in the traditional area around 1″-3″above the ridge/fin overlap that is covered by the upslope's shingles lower exposure area. If there are sufficient high winds to create shingle uplift but not enough to damage the above-mentioned ridge/fin or shingle base, the overlapping ridge/fin area will require force to pull or extract out the shingle fasteners from the roof deck before wind damage can occur to the shingles.
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Please note also that, if the spacing of the ridges and the shifting of seams 103 and 103′ from row to row permits in some configurations, the upper edges of the ridges or fins for the lower row can be instrumental in holding down 711 the lower edge corners of the next-above row of shingles, as shown 700.
Regarding methods of manufacture of the embodiments of the present invention, many of the conventional materials and processes may be reconfigured to produce the shingles in a single component or a plurality of components, such as but not limited to stamping, extruding, molding, assembling, affixing, and shaping metals, petroleum-based materials (e.g., asphalt, tar, etc.), plastics, ceramics, rubbers, wood and natural fibers, in combination or isolation of each other.
The terminology used herein is for the purpose of describing particular exemplary embodiments only and is not intended to be limiting of the invention. As used herein, the singular forms “a”, “an” and “the” are intended to include the plural forms as well, unless the context clearly indicates otherwise. It will be further understood that the terms “comprises” and/or “comprising,” when used in this specification, specify the presence of stated features, steps, operations, elements, and/or components, but do not preclude the presence or addition of one or more other features, steps, operations, elements, components, and/or groups thereof, unless specifically stated otherwise.
The corresponding structures, materials, acts, and equivalents of all means or step plus function elements in the claims below are intended to include any structure, material, or act for performing the function in combination with other claimed elements as specifically claimed. The description of the present invention has been presented for purposes of illustration and description, but is not intended to be exhaustive or limited to the invention in the form disclosed. Many modifications and variations will be apparent to those of ordinary skill in the art without departing from the scope and spirit of the invention. The embodiment was chosen and described in order to best explain the principles of the invention and the practical application, and to enable others of ordinary skill in the art to understand the invention for various embodiments with various modifications as are suited to the particular use contemplated.
Certain embodiments utilizing a microprocessor executing a logical process may also be realized through customized electronic circuitry performing the same logical process(es). The foregoing example embodiments do not define the extent or scope of the present invention, but instead are provided as illustrations of how to make and use at least one embodiment of the invention.
Number | Name | Date | Kind |
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5343664 | Loucks | Sep 1994 | A |
5440855 | Loucks | Aug 1995 | A |
5526626 | Loucks | Jun 1996 | A |
6609337 | O'Connell | Aug 2003 | B1 |
Number | Date | Country |
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2855743 | Dec 1978 | DE |
Entry |
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Erie; “Trust Our Expert Metal Roofing Contractors”; retrieved on Jul. 21, 2022 from https://eriemetalroofs.com. |
Euroshield; “Best Roof for Hail”; retrieved on Mar. 31, 2022 from https://www.euroshieldroofing.com. |