Measuring mine roof bolt strains

• US 4,601,207 A
• Filed: 01/11/1985
• Issued: 07/22/1986
• Est. Priority Date: 01/11/1985
• Status: Expired due to Term

• Current Assignee: Department of Health and Human Services (State of Victoria)
• Original Assignee: The United States of America as represented by the Secretary of the Interior
• Inventors: Steblay, Bernard J.
• Primary Examiner(s): Kreitman, Stephen A.
• Application Number:
  US06/690,810
• Time in Patent Office: 557 Days
• Field of Search: 73/597, 73/581, 73/1 DV, 73/761, 411/8, 411/14, 405/259, 405/260, 405/261
• US Class Current: 73/597
• CPC Class Codes: F16B 2031/022 using an ultrasonic transducer
• CPC Class Codes: G01N 2291/02827 Elastic parameters, strength or force
• CPC Class Codes: G01N 2291/02881 Temperature
• CPC Class Codes: G01N 29/07 by measuring propagation velocity or propagation time of acoustic waves

Abstract

A mine roof bolt and a method of measuring the strain in mine roof bolts of this type are disclosed. According to the method, a flat portion on the head of the mine roof bolt is first machined. Next, a hole is drilled radially through the bolt at a predetermined distance from the bolt head. After installation of the mine roof bolt and loading, the strain of the mine roof bolt is measured by generating an ultrasonic pulse at the flat portion. The time of travel of the ultrasonic pulse reflected from the hole is measured. This time of travel is a function of the distance from the flat portion to the hole and increases as the bolt is loaded. Consequently, the time measurement is correlated to the strain in the bolt. Compensation for various factors affecting the travel time are also provided.

Claims

1. A method of measuring the strain in mine roof bolts comprising the steps of:

machining a flat portion on the head of the bolt before loading;

drilling a reflector hole radially through the diameter of the bolt at a predetermined distance from the bolt head before loading, the ratio of the diameter of the hole to the diameter of the bolt being less than 0.10 to prevent weakening of the loaded bolt;

generating an ultrasonic pulse at the flat portion after loading;

measuring the time of travel of the ultrasonic pulse reflected from the hole, which increases as the bolt is loaded; and

correlating the time measurement of the strain in the bolt.

2. A method of measuring strain as claimed in claim 1 wherein the generating step includes the step of holding an ultrasonic transducer magnetically to the flat portion.

3. A method of measuring strain as claimed in claim 2 wherein the generating step includes the positioning of a couplant to the transducer.

4. A method of measuring strain as claimed in claim 3 and further including the step of initially cleaning the flat portion of corrosion before generating the ultrasonic pulse.

5. A method of measuring strain as claimed in claim 2 wherein the generating step includes the generating of about a 2.25 MHz pulse.

6. A method of measuring strain as claimed in claim 1 wherein the drilling step includes the locating of the hole approximately 15 inches from the bolt head.

7. A method of measuring strain as claimed in claim 1 wherein the correlating step includes the initial measuring of time measurements of a sample bolt under known strains to determine the correlation between time measurement and strain.

8. A method of measuring strain as claimed in claim 7 wherein the correlating step also includes the compensating of the time measurement for changes in temperature between the sample bolt and the measured bolt.

9. A method of measuring strain as claimed in claim 8 wherein the correlating step also includes the compensating of the time measurement for one-half of the expected error due to possible bending of the bolt.

10. A method of measuring strain as claimed in claim 8 wherein the correlating step also includes the compensating of the time measurement by a factor which accounts for the change in propagation velocity of the bolt as strain increases.

11. A mine roof bolt which is adapted for measuring the strain therein using an ultrasonic pulse measurement technique comprising:

a bolt head including a flat end portion, said flat portion being adapted to receive an appropriately sized ultrasonic transducer; and

a reflector radial hole through the diameter of the bolt at a precise predetermined distance from said flat portion to act as a pulse reflector, the ratio of the diameter of the radial hole to the diameter of the bolt being less than 0.10 to prevent weakening of the loaded bolt.

12. A method of measuring the strain in mine roof bolts comprising the steps of:

machining a flat portion on the head of the bolt before loading;

drilling a hole radially through the bolt at a predetermined distance from the bolt head before loading;

generating an ultrasonic pulse at the flat portion after loading;

measuring the time of travel of the ultrasonic pulse reflected from the hole, which increases as the bolt is loaded;

correlating the time measurement to the strain in the bolt;

machining a second hole radially through the bolt at a predetermined distance from the first-mentioned hole;

measuring the time of travel of the ultrasonic pulse from one hole and back and from the other hole and back; and

determining the travel time and hence distance between the holes.

13. A method of measuring the strain in mine roof bolts comprising the steps of:

machining a flat portion on the head of the bolt before loading;

drilling a hole radially through the bolt at a predetermined distance from the bolt head before loading;

generating an ultrasonic pulse at the flat portion after loading;

measuring the time of travel of the ultrasonic pulse reflected from the hole, which increases as the bolt is loaded;

correlating the time measurement to the strain in the bolt; and

filling the hole with a silicone caulking compound.

14. A mine roof bolt which is adapted for measuring the strain therein using an ultrasonic pulse measurement technique comprising:

a bolt head including a flat end portion, said flat portion receiving an appropriately sized ultrasonic transducer;

a radial hole in the bolt at a precise predetermined distance from said flat portion which acts as a pulse reflector; and

a silicone sealant located in said hole to prevent corrosion of said hole.

15. A mine roof bolt which is adapted for measuring the strain therein using an ultrasonic pulse measurement technique comprising:

a bolt head including a flat end portion, said flat portion receiving an appropriately sized ultrasonic transducer;

a radial hole in the bolt at a precise predetermined distance from said flat portion which acts as a pulse reflector; and

a second radial hole in the bolt at a precise distance from said first-mentioned hole, said second hole also acting as a pulse reflector.