# US 7,743,668 B2 · Method and apparatus of testing poles

> Agents: this data is available as JSON from the patentgrep API and MCP server — see https://patentgrep.com/llms.txt

- Number: US 7,743,668 B2
- Document ID: US7743668B2
- Status: Granted
- Kind: B2
- Application number: 10/592,792
- Filed: 2005-03-15
- Published: 2007-12-13
- Granted: 2010-06-29
- Earliest claimed: 2004-03-16
- Assignees: Anna Teresa Deaur
- Inventors: Krzysztof Jan Deuar
- Web page: https://patentgrep.com/patent/US7743668B2

## CPC

- G01M 5/0058: {of elongated objects, e.g. pipes, masts, towers or railways}
- G01N 3/20: by applying steady bending forces (G01N3/26, G01N3/28 take precedence)
- G01N 2203/0069: Fatigue, creep, strain-stress relations or elastic constants
- G01N 2203/0244: Tests performed "in situ" or after "in situ" use
- G01M: TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
- G01N: INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES (measuring or testing apparatus or processes other than immunoassay, involving enzymes or microorganisms C12M, C12Q)

## Abstract

A method for testing poles (1) including the steps of applying a first load to a pole (1), measuring the movement of the pole (1), at least partially de-loading the pole (1) to a second load, measuring the movement of the pole (1), and using the change in the movement measurements under the respective loads to calculate the pole (1) stiffness.

## Claims

### Claim 1

A method for testing above-ground poles including the steps of
a. applying a first load to an above-ground pole,
b. measuring the movement of the pole under the first load,
c. at least partially de-loading the pole to a second load,
d. measuring the movement of the pole under the second load, and
e. using the change in the movement measurements from the first load and the second load to calculate the pole stiffness.

### Claim 2 (depends on 1)

The method according to claim 1 wherein the pole is only partially de-loaded during the de-loading step.

### Claim 3 (depends on 1)

The method according to claim 1 wherein steps (c) and (d) are repeated more than once in order to establish a series of movement measurements of a pole under different applied loads.

### Claim 4 (depends on 1)

The method according to claim 1 further comprising the step of using the calculated pole stiffness to calculate the theoretical maximum strength of the pole.

### Claim 5 (depends on 1)

The method according to claim 1 wherein during the de-loading step, the load is decreased from the first load to no less than approximately 20% of the first load.

### Claim 6 (depends on 1)

The method according to claim 1 wherein the movement measured is the pole tilt angle.

### Claim 7

A method for testing above-ground poles including the steps of
a. applying a first load to an above-ground pole,
b. measuring the movement of the pole under the first load,
c. at least partially de-loading the pole to a second load,
d. measuring the movement of the pole under the second load, and
e. using the change in the movement measurements from the first load and the second load to calculate the pole stiffness,
wherein the second load is calculated dependent upon the soil type.

### Claim 8

A method for testing above-ground poles including the steps of
a. applying a first load to an above-ground pole,
b. measuring the movement of the pole under the first load,
c. at least partially de-loading the pole to a second load,
d. measuring the movement of the pole under the second load, and
e. using the change in the movement measurements from the first load and the second load to calculate the pole stiffness,
wherein the measurement step b. following application of the first load is a zeroing measurement.