Filament wound structural columns for light poles

Static structures (e.g. – buildings) – Machine or implement

Reexamination Certificate

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Details

C052S745170, C052SDIG007

Reexamination Certificate

active

06367225

ABSTRACT:

BACKGROUND OF THE INVENTION
1. The Field of the Invention
The present invention relates generally to composite tubes, and more particularly, but not exclusively, to filament-wound, composite tubes having structural properties that satisfy certain standards of strength and durability for use as a street light pole.
2. Description of Related Art
Structural columns for supporting street lights, referred to herein as “light poles,” must satisfy the standards put forth by the American National Standards Institute (“ANSI”) in certain applications. One of these standards mandates that material used in the construction of light poles must pass the following test: a section of the pole material is cut to be twenty feet in length, is then cantilevered at one to extend outwardly in a horizontal direction as shown in
FIGS. 3-4
. A 300-pound load is then applied downwardly at the free end. The lateral (vertical) deflection at the free end responsive to the 300-pound load must not exceed 19.938 inches under current standards. These and other rigorous ANSI standards have heretofore necessitated that light poles often be made from structural steel.
Composite material is lighter and less expensive than structural steel, and attempts have been made to construct utility poles and light poles from composites. Unfortunately, such attempts have not been found to meet the ANSI standards. For example, U.S. Pat. No. 2,870,793 (granted Jan. 27, 1959 to Bailey), which discloses a composite utility line support member, admits to a breaking load of only 62 pounds (see col. 8, lines 72-74). U.S. Pat. No. 3,429,758 (granted Feb. 25, 1969 to Young) teaches a composite light pole utilizing a core material of rigid foam for providing structural reinforcement to the pole (see col. 2, lines 59-62, and
FIG. 2
a
). U.S. Pat. No. 4,436,781 (granted Mar. 13, 1984 to Rother et al.) is directed to a simple street lamp having a support pole made of composite material and focuses on a better way to connect the lamp to the pole. None of these prior art patents, nor any other prior art information known to applicant, teaches or suggests a filament-wound pole capable of satisfying high-strength standards with structural aids or reinforcements.
BRIEF SUMMARY AND OBJECTS OF THE INVENTION
It is therefore an object of the present invention to provide a structural lighting pole made of filament-wound composite material.
It is a further object of the invention, in accordance with one aspect thereof, to provide a filament-wound tubular member having structural strength sufficient to satisfy standards currently put forth by the American National Standards Institute.
It is another object of the present invention, in accordance with one aspect thereof, to provide a filament-wound tubular member that can satisfy other strength parameters.
The above objects and others not specifically recited are realized in a specific illustrative embodiment of a one-piece, unitary, elongate, tubular light pole. The elongate light pole defines a central axis and is constructed from a filament-wound composite of fiber-reinforced bonding agent and has a wall thickness of less than ¾ inch, and preferably ⅜ inch. The pole is configured and adapted to support a lighting structure thereon without failure of the composite, such that a twenty-foot section of the pole is capable of withstanding a lateral load transverse of the axis of at least 300 pounds without failure of the composite.
Additional objects and advantages of the invention will be set forth in the description which follows, and in part will be apparent from the description, or may be learned by the practice of the invention without undue experimentation. The objects and advantages of the invention may be realized and obtained by means of the instruments and combinations particularly pointed out in the appended claims.


REFERENCES:
patent: 909299 (1909-01-01), Hilborn et al.
patent: 997435 (1911-07-01), Bowman
patent: 1018754 (1912-02-01), Ford
patent: 2571717 (1951-10-01), Howald et al.
patent: 2870793 (1959-01-01), Bailey
patent: 3429758 (1969-02-01), Young
patent: 3562403 (1971-02-01), Monahan
patent: 3746776 (1973-07-01), Monahan
patent: 3929543 (1975-12-01), Scott et al.
patent: 3987593 (1976-10-01), Svensson
patent: 4007075 (1977-02-01), McClain et al.
patent: 4172175 (1979-10-01), Pearson et al.
patent: 4246732 (1981-01-01), Farber
patent: 4312162 (1982-01-01), Medney
patent: 4436781 (1984-03-01), Rother et al.
patent: 5218810 (1993-06-01), Isley, Jr.
patent: 5326410 (1994-07-01), Boyles
patent: 5492579 (1996-02-01), Hosford et al.
patent: 5513477 (1996-05-01), Frehner
patent: 5555696 (1996-09-01), Morrison, III et al.
patent: 5680739 (1997-10-01), Cercone et al.
patent: 5692351 (1997-12-01), Morrison et al.

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