The present invention relates to umbrella bases, and particularly a fixed position anchor for an umbrella base.
Umbrellas are widely used to provide protection from the sun or the elements. Since umbrellas are nearly invariably used outside, it is desirable that the umbrella components provide stability when subjected to at least light winds and breezes, and even heavier weather when possible. It is also desirable that adjustments to umbrellas be subject to rapid implementation so that umbrellas can be opened and extended quickly when needed and collapsed and retracted when it is desired to strike the umbrella, as to take it indoors.
Unless securely fastened, an umbrella can tip over or be blown down which may damage the umbrella or nearby people or property. In an effort to provide stable base for umbrellas, numerous techniques have been employed. Techniques have included planting the lower pole of the umbrella in sand or ground, the use of a variety of bases and base attachments such as the mounting system in U.S. Pat. No. 9,127,475, or weighted bases such as described in U.S. Pat. No. 3,794,279. As umbrellas become larger, the amount of mass that is required in the umbrella base for stability increases and 18 inch diameter round stands may weigh in excess of 50 pounds while cantilevered umbrellas of large size may require even a three foot square stand that could weigh in excess of 300 pounds.
While the use of such weighted stands provides a certain amount of mobility if provided with proper lifting equipment, the stands are neither inherently attractive nor useful without a lift trolley or wheels to enable the stand to be tilted and rolled to alternative locations. The present invention is designed to solve the mounting problem for outdoor umbrellas in providing a semi-permanent positioning technique that requires minimal installation effort, produces an attractive visual appearance, and allows for removal and relocation without seriously defacing previous mounting locations.
A novel single pin mount and dome mechanism is provided to facilitate the semi-permanent location and mounting of umbrella poles. These and other aspects of the improved umbrella base design will become apparent in reviewing the drawings and detailed description of the invention.
Turning initially to prior art umbrella base of
An exemplary anchor pin mount according to the present invention is illustrated in its assembled form in
Below the lower pole 40 of the umbrella is visible a portion of a screw-in base 80, a support dome 33 with an outer circumference, and the surface to which the umbrella base is mounted 32.
The mounting surface 32 is preferably an expanse of concrete. The preferred concrete will be at least about 2-8 inches in depth D. Even greater depths of concrete are acceptable. Relatively short depths of concrete such as 2 or 3 inches may hinder the use of heavy duty pin supports according to the invention.
In
Turning then to
The anchor pin 90 is shown received into the opening in mounting surface 32, typically concrete having a 2-inch to 8-inch depth D. The depth D should be at least about 4.5 times the nominal diameter of the anchor pin 90. The depth D should also preferably exceed the length of the anchor pin 90.
Once the opening 34 is prepared, the drop-in anchor 90 is placed in the opening as shown in
Turning then to
A table showing exemplary pull-out strengths of various dimensions and depths of mounting for drop-in anchors is reflected below so that it can be seen a typical half-inch diameter drop-in anchor should be embedded in at least 2 inches of concrete. A half-inch diameter anchor is actually sized with an exterior of approximately ⅝ inch diameter, so that size drill bit is necessary to form the opening 34 in concrete surface 32.
When mounted in 2000 psi concrete, even to a depth of only 2-2½ inches, a half-inch anchor can provide over 3000 pull-out pounds of strength. However, the anchors should not be mounted too close to the edge of concrete and typically a distance from the edge of at least five times the diameter of the anchor is preferred. Because outdoor applications are typical for umbrellas, anchors 90 are preferably fabricated of stainless steel or hot dipped galvanized steel to provide some corrosion resistance.
Once the anchor 90 is positioned and set, the dome 33 is placed centrally over the anchor as shown in
As reflected in
A preferred dome structure is shown in
The lower portion 82 of the screw-in base 82 may also be slightly tapered to match the taper of inner surface 71. Thus, the lower portion 82 proximate the angled lower flange 89 has a slightly greater diameter and narrows to match the taper of the inner surface 71 of the collar. In this fashion, the interface between the angled lower flange 89 and angled interior edge surface 37 position the screw-in base 82. As the screw-in base 82 is tightened, the larger interface between the inner surface 71 of the collar and the lower portion 82 that is preferably formed of a moldable material 85 with a slight resilience, create a snug friction fit that is resistant to any material movement.
Furthermore, the formation or fitting of support ribs 74 extending between the collar and the outer periphery of the dome 33 provides increased resistance to deformation by potentially immense forces acting on the pole 40. The ends 75 of support ribs 74 may also better distribute forces on the mounting surface 32. The weight and cost of about 5-12 support ribs 74, and preferably about 6-8 support ribs, is significantly less than increasing the thickness of the entire dome 33 to provide equivalent rigidity.
The lower pole 40 may also be prepared with openings 42 shown in
If desired to remove a mounted umbrella, the umbrella and lower pole 40 may be unpinned and taken off the top 81 of the screw-in base 80. The screw-in base 80 can be unscrewed and removed along with the dome 33. Then anchor 90 can then be filled with a socket head cap-screw and the previous umbrella location will have a nearly flush surface and appear small and unremarkable.
Surprisingly, the height of the dome need not be as large as the receptacles on many prior art umbrella pole bases. For instance, the wheeled encased concrete base of
More commonly in vertically bracing, bracing structures extend upward to a midpoint or even higher on a wall or post to be supported. However, because the dome 33 of the present design provides support to all sides of the screw-in base 80, the relatively low 3-5 inch positioning of the support from the outwardly sloping face 37 of top opening 31 of the dome 33, has an effect as substantial as providing support at a higher location in only one, two, or three different specific directions, as would be the case with guy wires. Thus, the interface of outwardly sloping surface 37 on the dome 33 with the angled lower flange surface 89 of the screw-in base 80 around the 360° circumference of the screw-in base 80 means that compression support from the wall 35 of the dome 33 is always directed exactly in the direction against the forces acting on the umbrella pole. Also, because the lower pole 40 is overfitting the top 81 of the screw-in base 80, the diameter of the pole is not reduced and the lower pole retains the cylindrical strength of the larger diameter, relative to the case if the lower pole 40 were sized to fit within a receiver on the base. The result is a surprisingly compact, attractive, and strong umbrella pole base.
Numerous alterations of the structure herein disclosed will suggest themselves to those skilled in the art. However, it is to be understood that the present disclosure relates to the preferred embodiment of the invention which is for purposes of illustration only and not to be construed as a limitation of the invention. All such modifications which do not depart from the spirit of the invention are intended to be included within the scope of the appended claims.
The present application claims priority to U.S. Provisional Application No. 62/818,056 filed Mar. 13, 2019 and is a continuation in part of U.S. application Ser. No. 16/386,252 filed Apr. 14, 2019, which claims priority to U.S. Provisional Application No. 62/658,466 filed Apr. 16, 2018.
Number | Name | Date | Kind |
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1445938 | Farrington | Feb 1923 | A |
1631227 | See | Jun 1927 | A |
3317168 | Ziph | May 1967 | A |
7219872 | Walker | May 2007 | B2 |
9232836 | Zaccaro | Jan 2016 | B1 |
10344496 | Cefalo | Jul 2019 | B1 |
20060278772 | Walker | Dec 2006 | A1 |
Number | Date | Country |
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0641891 | Mar 1995 | EP |
WO-9400657 | Jan 1994 | WO |
Number | Date | Country | |
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20200208430 A1 | Jul 2020 | US |
Number | Date | Country | |
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62818056 | Mar 2019 | US | |
62658466 | Apr 2018 | US |
Number | Date | Country | |
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Parent | 16386252 | Apr 2019 | US |
Child | 16817696 | US |