# US 5,704,187 A · Composite utility pole

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- Number: US 5,704,187 A
- Document ID: US5704187A
- Status: Granted
- Kind: A
- Application number: 08/565,113
- Filed: 1995-11-30
- Granted: 1998-01-06
- Earliest claimed: 1994-02-09
- Assignees: Shakespeare Company
- Inventors: Gregory Sander Hosford; John Franklin Boozer, III; Robert Ashley Pollard, Jr.; John Richard Lewis, Jr.
- Web page: https://patentgrep.com/patent/US5704187A

## CPC

- E04H 12/02: Structures made of specified materials
- B29C 53/585: {the cross-section varying along their axis, e.g. tapered, with ribs, or threads, with socket-ends}
- B29C 53/8041: {Measuring, controlling or regulating (B29C53/665 takes precedence)}
- B29K 2105/10: {Cords, strands or rovings, e.g.} oriented {cords, strands or rovings}
- B29K 2709/08: Glass
- B29L 2031/766: {Poles, masts, posts}
- E04H: BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL (foundations E02D)
- B29C: SHAPING OR JOINING OF PLASTICS; SHAPING OF MATERIAL IN A PLASTIC STATE, NOT OTHERWISE PROVIDED FOR; AFTER-TREATMENT OF THE SHAPED PRODUCTS, e.g. REPAIRING (making preforms B29B11/00; making laminated products by combining previously unconnected layers which become one product whose layers will remain together B32B37/00 - B32B41/00)
- B29K: INDEXING SCHEME ASSOCIATED WITH SUBCLASSES B29B, B29C OR B29D, RELATING TO MOULDING MATERIALS OR TO MATERIALS FOR {MOULDS, } REINFORCEMENTS, FILLERS OR PREFORMED PARTS, e.g. INSERTS
- B29L: INDEXING SCHEME ASSOCIATED WITH SUBCLASS B29C, RELATING TO PARTICULAR ARTICLES

## Abstract

A hollow, tapered, fiber-reinforced plastic utility pole, and a method for making the pole. The pole is designed by a computer-modelling technique that simulates applying resin-coated, reinforcing strands over the outer surface of a mandrel. A plurality of test stations are incrementally spaced from the tip portion to the butt portion of the pole simulated on the mandrel. The thickness-to-diameter ratio must be equal to or greater than an established constant at each station or additional circuits of resin-coated, reinforcing strands deemed to have been applied, as required. One then calculates the stress resistance at each successive station to determine if the acceptable stress is greater than the stress resistance required. Whatever additional circuits of resin-coated, reinforcing strands are necessary are then deemed to have been applied. One then calculates the projected failure load in response to the deflection calculated to occur in response to the rated load at each station to determine if the actual loading to be applied to the pole in relation to the projected failure load at that station is acceptable. The acceptable stress is modified by a binary chopping routine until the relation of the projected failure load and the rated load differ by an acceptable amount. All tests are recalculated until no further changes are required. The pole may then be laid up on a mandrel, and the resin cured to complete the pole.

## Claims

### Claim 1

A utility pole having butt and tip portions made by a process comprising the steps of:
determining the length of the pole to be fabricated;
selecting a mandrel having a representative diameter and length on which to make the pole;
establishing test stations spaced incrementally from the tip portion to the butt portion;
applying resin-coated, fiber reinforcing strands over the mandrel;
determining, at each of said test stations, if the thickness-to-diameter ratio for the wall thickness of the resin-coated, fiber reinforcing strands laid on said mandrel is equal to or less than 0.015;
the step of determining if the thickness-to-diameter ratio is satisfied being accomplished at all test stations before proceeding with the remaining steps of the process;
applying additional circuits of resin-coated, reinforcing strands as are necessary to satisfy the thickness-to-diameter ratio at the first test station;
calculating the stress resistance at each of said test stations by virtue of the formula: ##EQU11## determining if the acceptable stress resistance under a predetermined load calculated at said same test station is greater than the stress resistance required for said test station;
applying additional circuits of resin-coated, reinforcing strands as are necessary to satisfy the required stress resistance at said test station before proceeding;
calculating the critical load at each of said test stations by virtue of the formula: ##EQU12## determining if the actual loading to be applied to the pole is lower than the critical load at which the pole would buckle at said station;
adjusting the acceptable stress if the preselected, rated load is not less than the projected failure load and the rated load does not exceed the projected failure load by a predetermined margin of safety;
applying additional circuits of resin-coated, reinforcing strands as are necessary to assure that the calculated and adjusted maximum stresses satisfy the margin of safety criterion;
continuing the testing and applying steps at each test station until the pole is satisfactorily laid up on the mandrel;
curing the resin to complete the pole; and
recalculating the thickness-to-diameter ratio at all test stations after any additional circuits are determined to be necessary as a result of any of the remaining steps of the process.