1. Field of the Invention
The invention relates generally to a downspout system for discharging runoff rainwater from a roof surface, and more particularly to an automatic retractable downspout system.
2. Description of Related Art
Precipitation runoff from roofs and other structures must be controlled so as to prevent soil erosion, foundation damage, and seepage. Such runoff water must be conveyed and deposited a safe distance from the structure's foundation or otherwise captured in a cistern or other suitable receptacle. Many attempts to collect and dispense rainwater in a responsible manner have been devised over the years. Among them, a gutter and downspout system has perhaps seen the greatest popularity. Generally, the gutter provides an elongated channel to collect rainwater runoff from a roof. The collected rainwater runs down a hole in the gutter and into a downspout which discharges the water flow through a dispensing spout.
However, most gutter and downspout systems have some drawbacks. Debris, leaves or twigs are often collected with the rainwater in the gutter. A large quantity of accumulated debris will block the flow of water, causing a clog that must be removed. Routine maintenance is therefore needed on most prior art gutter and downspout systems to pro-actively clear accumulations of debris so that a damaging water back-up condition does not develop in the system which could cause water damage below and as well as inside the building structure to which the gutter and downspout system is attached. This problem is often exacerbated in cold climates where stagnated rainwater in the gutter can freeze, and cause ice damming which can lead to very significant structural damage. For these reasons, the typical prior art gutter and downspout system requires frequent attention to avoid debris accumulation and clogging problems.
Another issue with prior art gutter and downspout systems relates to the nuisance factor of the downspout portion and its dispensing spout extending into natural traffic paths around the perimeter of a building structure. Especially in residential applications where access around the house is needed. Consider, for example, a residential home located on a small lot. The dispensing spout that extends from the gutter may need lay on top of the ground nearly to the property line, thereby posing a tripping hazard. Regardless of lot size, it is very often the case that lawn care and/or garden care is required in the vicinity of the downspout portion and its dispensing spout. In these situations, there are many opportunities to inflict damage by collisions with lawn care equipment and/or people. Crushed downspouts and dispensing spouts are common.
And still further, many people express dissatisfaction with the aesthetics of prior art downspout and dispensing spout constructions. So much so, that architectural efforts are often taken to hide or camouflage these components. Expensive options exist that attempt to add design interest to the downspouts and dispensing spouts to remediate their otherwise unsightly appearance. As a corollary to this aesthetics issue, the gutter and downspout systems require periodic painting, usually in color to match the trim elements of the structure. The maintenance factor associated with prior art gutter and downspout systems is therefore compounded.
The prior art has proposed various apparatus to resolve some of these drawbacks. Examples may be seen in U.S. Pat. No. 2,567,004 to William, issued Sep. 4, 1951, and U.S. Pat. No. 3,375,851 to Fitz, issued Apr. 2, 1968. These prior art examples teach the replacement of the traditional static dispensing spout with a retractable spout feature. The spouts automatically deploy when it rains. However, when not in use the spout raises to prevent damage and remove the obstacle to traffic flow. Nevertheless, the prior art systems with retractable spouts are mechanically complicated, thereby increasing costs and likely failure modes. Furthermore, the prior art systems with retractable spouts are prone to clogging by accumulated debris. The complicated mechanical designs, that include many moving parts, increase the necessity for routine periodic maintenance and make clearing clogs more difficult.
There is therefore a need for an improved gutter system that can reduce the required maintenance efforts, that is not prone to clogging, that does not pose an obstruction to traffic around the base of a building structure, that does not detract from the aesthetic appearance of a building structure, and that reduces the normal trim painting requirements.
According to one aspect of this invention, an automatic retractable downspout apparatus is capable of dispensing rainwater collected in a gutter. The apparatus comprises a down-tube that is configured for direct attachment to a gutter. The downtube conducts rainwater in a downward path. The down-tube has an upper end adjacent the gutter and an opposite lower end. The upper end is configured as a water inlet, and the lower end is configured as a water outlet. A spout is pivotally connected at a fulcrum point to the lower end of the down-tube for articulated movement between closed and deployed positions. The spout has a dispensing tip that is collapsed against the down-tube when the spout is in the closed position. In the deployed position, the dispensing tip is extended to disperse water. The spout has a closed bottom defining a basin region that is laterally offset from the fulcrum point when the spout is in the closed position. The basin region is disposed to collect a predetermined tipping volume of rainwater when the spout is in the closed position. A counterpoise is operatively disposed between the spout and the down-tube for continuously applying a counterbalance force to urge the spout toward its closed position. The down-tube includes a high relief port. The high relief port extends from the lower end of the down-tube upwardly to a terminal peak. The spout partially overlies the high relief port when the spout is in the closed position, and the dispensing tip is disposed below the terminal peak of the high relief port to form a cleaning gap. A kinetic fluid stream can be directed through the cleaning gap to back-flush accumulated debris.
The present invention overcomes the disadvantages and shortcomings of the prior art by providing an automatic retractable-deployable spout in combination with a cleaning gap. When the spout is in its closed/retracted position, a person can conveniently remove congregated debris with a jet stream of water or air. When the spout is in its deployed position, as during a rainstorm, the high relief port feature is fully exposed to facilitate the rapid expulsion of debris. The present invention enables a neat and tidy appearance when in the closed position. Furthermore, the ground space below the down-tube and provides clearance for foot traffic and gardening equipment.
These and other features and advantages of the present invention will become more readily appreciated when considered in connection with the following detailed description and appended drawings, wherein:
Referring to the figures, wherein like numerals indicate like or corresponding parts throughout the several views, a gutter assembly according to one exemplary embodiment of this invention is generally shown at 10. The gutter assembly 10 is configured for dispensing rainwater collected from the lower edge of a pitched roof 12.
The gutter assembly 10 is illustrated throughout the figures including a trough-like gutter, generally indicated at 14. The trough-like gutter 14 is formed between an elongated rear section 16 and an elongated front section 18. The rear section 16 is typically closest to a house or building over which the roof 12 resides. The front 18 and rear 16 sections extend generally parallel to one another on opposite sides of a floor section 20. The floor section 20, in other words, interconnects the elongated rear section 16 and the elongated front section 18 to form an elongated channel that is adapted to transport rainwater therealong. As shown in the cross-section views of
A hole 22 is formed in the floor section 20 of the gutter 14 for discharging rainwater from its elongated channel. Frequently, but not always, the hole 22 is located near a low end of the gutter 14 so that gravity directs all of the water collected in the gutter 14 to flow toward the hole 22. The hole 22 has a periphery. A drop outlet 24 extends downwardly from the periphery of the hole 22 and is configured to convey the discharged rainwater in a downward path. Preferably, but not necessarily, the hole 22 is generally circular and the drop outlet 24 is generally cylindrical. In alternative examples, the drop outlet 24 may be any other shape, such as rectangular or polygonal. The illustrations suggest that the drop outlet 24 is an integral feature of the floor section 20, however those of skill in the art will appreciate that the drop outlet 24 could be part of a separate piece that is assembled on-site to the elongated portions of the gutter 14. This latter scenario may be more common, especially when the components of the gutter 14 are made from plastic.
The gutter assembly 10 includes a down-tube, generally indicated at 26, as shown in
The shape of the down-tube 26 can take many possible different forms. In the illustrated examples, the tubular body of the down-tube 26 is generally rectangular in cross-section, as formed by a mostly flat or planar back side 34, front side 36, left side 38 and right side 40. Needless to say, the cross-section of the down-tube 26 may be circular or polygonal or other configuration instead of rectangular. The cross-section of the down-tube 26 may be dictated to a degree by the shape of the drop outlet 24. So for example, if the drop outlet 24 is cylindrical, then perhaps the tubular body of the down-tube 26 is also cylindrical. Or in another example, the shape of the down-tube 26 could be largely decorative to accommodate a user's preference, such as a fluted Greek column or with a spiraling motif.
Regardless of the shape of the tubular body, the down-tube 26 is fashioned so as to include a high relief port 42. The high relief port 42 extends from the lower end 32 of the down-tube 26 upwardly to a terminal peak 44. The terminal peak 44 is shown in the illustrations having a concave curvature, however other shapes are certainly possible including straight across. The high relief port 42 has an inverted and generally U-shaped configuration formed, at least, in the front side 36 of the down-tube 26. In some contemplated variations, the high relief port 42 is entirely formed in the front side 36 of the down-tube 26, such that its periphery is contained in a plane that is generally parallel to the central axis 28. In other contemplated examples, the high relief port 42 appears more like a notch in the front side 36 that cuts with straight vertical lines into the left 38 and right 40 sides of the down-tube 26. However, in the illustrated examples, the U-shaped high-relief port 42 is oriented in a plane skewed relative to the central axis 28. This skewing is the result of the high relief port 42 extending from the front side 36 (at the terminal peak 44) at backward angles intersecting the left 38 and right 40 sides of the down-tube 26. In any configuration, the high relief port 42 creates a relatively large opening in the down-tube 26, with its terminal peak 44 located relatively high above the lower end 32 of the down-tube 26.
In the preferred embodiments, there is a dimensional or proportional relationship between the vertical length of the high relief port 42 and the overall length of the down-tube 26. For cleaning purposes, as will be explained in detail below, the terminal peak 44 is preferably located just below the drop outlet 24 when the down-tube 26 is so connected. This naturally places the terminal peak 44 high about ground level in most applications. Therefore, in order best proportion the down-tube 26, the vertical length of the high relief port 42 is preferably at least one-half the overall length of the down-tube 26. More preferably still, the vertical length of the high relief port 42 is greater than one-half the overall length of the down-tube 26. And in the illustrated examples, the vertical length of the high relief port 42 is approximately equal to three-quarters (i.e., 75%) of the overall length of the down-tube 26. In an example of this latter configuration, if the overall length of the down-tube 26 is about three feet long, then the vertical length of the high relief port 42 will be about two feet three inches, as measured from the lower end 32 to its terminal peak 44.
The down-tube 26 further includes a connector 46, which is shown in
A clamp 50 may be used to apply a constricting force about the connector 46 of the down-tube 26 to increase frictional engagement with the drop outlet 24 of the gutter 14. That is to say, the clamp 50 can provide a supplemental compressive force on the inwardly hooked mounting fingers 48 to that the down-tube 26 securely grips the drop outlet 24. One preferred embodiment of the clamp 50 comprises a circular band clamp, sometimes referred to as an adjustable hose clamp. As such, the clamp 50 will be driven to tighten the mounting fingers 48 about the drop outlet 24 by turning a threaded fastener. The down-tube 26 has an access port 52 formed in its upper end 30, along its back side 34. The access port 52 is shown in
A spout, generally indicated at 54, is pivotally connected to the lower end 32 of the down-tube 26 for articulated movement between closed and deployed positions. The closed position is considered the normal condition of the gutter assembly 10, and the deployed position is a temporary state that occurs automatically when a sufficient quantity of rainwater has accumulated and must be dispensed. Operation of the gutter assembly 10 will be described in detail below. The closed position of the spout 54 is depicted in
The spout 54 is a somewhat elongated member having a dispensing tip 60 at one end and a closed bottom 62 at its other end. The dispensing tip 60 is spaced most distantly from the fulcrum point 56, whereas the closed bottom 62 is proximate the fulcrum point 56. The dispensing tip 60 is perhaps best shown in the exploded view of
The invention includes a cleaning gap 70 through which a kinetic fluid stream can directed to back-flush accumulated debris in the gutter 14. The cleaning gap 70 can take many forms, but in the illustrated examples the cleaning gap 70 is formed between the dispensing tip 60 and the terminal peak 44 of the high relief port 42. When the spout 26 is in the closed position (
When the spout 54 is in the closed position, the closed bottom 62 defines a basin region 72 aligned directly below the lower end 32 of the down-tube 26 and laterally offset from the fulcrum point 56, as best shown in the cross-sectional view of
The basin region 72 is laterally offset from the fulcrum point 56, such that the weight of the predetermined tipping volume of rainwater 74 creates a torque or a moment about the fulcrum point 56 that urges the spout 54 to rotate toward is deployed position. However, a counterpoise, generally indicated at 78, is operatively disposed with respect to the spout 54 for continuously applying a counterbalance force to urge the spout 54 toward the closed position. When the basin region 72 is empty of water, the counterbalance force, or perhaps more accurately described as a counter-balance torque, is great enough to hold the spout 54 in its closed position. However, when the basin region 72 is filled with rainwater 74, the weight force (or torque) generated by the predetermined tipping volume of rainwater 74 in the basin region 72 is sufficient to overcome the counterbalance force created by the counterpoise 78 thereby automatically tipping the spout 54 toward the deployed position.
The counterpoise 78 could be formed by any number of devices, including springs of all kinds. However, in the illustrated examples, the counterpoise 78 takes the form of a static counterweight attached to the spout 54 adjacent the hinge shaft 58 or fulcrum point 56. As a static counterweight, the counterpoise 78 relies on a mass laterally offset from the fulcrum point 56 by a sufficient distance so that the mathematical product of its mass times its offset distance is generally less than the mathematical product of the density of rainwater 74 times the predetermined tipping volume of rainwater 74 in the basin region 72 times its lateral offset from the fulcrum point 56. Naturally, the static counterweight can also take many different forms. In the preferred embodiment, the counterpoise is fashioned by a detachable weight head 80 that is held at a distant by a least one, but preferably a pair of, counterweight arms 82. The counterweight arms 82 extend rearwardly from the hinge shaft 58 or fulcrum point 56 in a U-shaped arrangement as best seen in
Turning now to installation and assembly, in use the spout 54 is coupled to the drop outlet 24 using the afore-mentioned clamp 50 or other suitable attachment scheme. The installer may wish to orient the spout 54 so that its dispensing tip 60, when deployed, will point is a preferred direction usually away from the house or building structure. It is contemplated that in situations where there is sufficient clearance, the spout 54 can be rotated around three hundred sixty (360) degrees about the central axis 28 to find a suitable discharge direction, as suggested by the phantom lines in
In most climates where the periods of rainfall are fewer than the periods without rainfall, the spout 54 will be in a normally closed position, as shown in
The present invention enables the person 84 to unclog a partially or fully plugged hole 22 without ascending a ladder. Instead, the person 84 can use a well-aimed spray of water via a garden hose 86 or pressure washer (not shown), or an air stream (as from a leaf blower), to back-flush the drop outlet 24. The cleaning gap 70 adjacent to the gutter 14 presents an aiming spot for the water or air jet. The incoming water (or air) stream will pass directly through the cleaning gap 70 with an upward trajectory that causes any debris in the vicinity of the drop outlet 24 to be thrust upwardly, as shown in
During a rainstorm, water quickly collects in the basin region 72 to reach the predetermined tipping volume. The moment created by the accumulated mass of rainwater in the basin region 72 overcomes the counter-acting moment of the counterpoise 78 and the spout 54 automatically tips out to the deployed condition (
Therefore, because the moment generated by the counterpoise 78 is less than the moment created by the predetermined tipping volume of rainwater 74, the spout 54 is automatically deployed and retracted simply by gravity force alone. Once the spout 54 is deployed, the spout 54 will stay in the deployed position as long as a sufficient flow of rainwater from the gutter 14 presses the spout 54 downwardly.
Accordingly, the gutter assembly 10 has many advantages, not least of which include the neat and tidy appearance it affords to a house or building structure to which it is attached. In the closed position, the gutter assembly 10 looks compact, and enables the person 84 to conveniently manage the ground space below the down-tube 26 and provides clearance for foot traffic and gardening equipment. Because of the elevated condition of the gutter assembly 10, human or animal activity is less likely to cause damage to the gutter assembly 10.
The foregoing invention has been described in accordance with the relevant legal standards, thus the description is exemplary rather than limiting in nature. Variations and modifications to the disclosed embodiment may become apparent to those skilled in the art and fall within the scope of the invention.
This application claims priority to Provisional Patent Application No. 62/100,716 filed Jan. 7, 2015, the entire disclosure of which is hereby incorporated by reference and relied upon.
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Number | Date | Country | |
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20160194879 A1 | Jul 2016 | US |
Number | Date | Country | |
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62100716 | Jan 2015 | US |