Detection of reinforcement metal corrosion

• US 9,395,290 B2
• Filed: 06/08/2011
• Issued: 07/19/2016
• Est. Priority Date: 06/09/2010
• Status: Expired due to Fees

• Current Assignee: University of Manitoba
• Original Assignee: University of Manitoba
• Inventors: Bridges, Greg E., Thomson, Douglas E., Bhadra, Sharmistha
• Primary Examiner(s): Phan, Huy Q
• Assistant Examiner(s): Rhodes-Vivour, Temilade
• Application Number:
  US13/695,957
• Publication Number:
  US 20130106447A1
• Time in Patent Office: 1,868 Days
• Field of Search: 324/700
• US Class Current: 1/1
• CPC Class Codes: B60L 1/00 Supplying electric power to auxiliary equipment of vehicles circuit arrangements for charging batteries H02J7/00
• CPC Class Codes: G01N 17/04 Corrosion probes
• CPC Class Codes: H03H 1/00 Constructional details of impedance networks whose electrical mode of operation is not specified or applicable to more than one type of network constructional details of electromechanical transducers H03H9/00
• CPC Class Codes: H03H 3/00 Apparatus or processes specially adapted for the manufacture of impedance networks, resonating circuits, resonators

Abstract

Systems, devices, and/or methods for use in detection of reinforcement metal corrosion within material, such as concrete, are described. The systems, devices, and/or methods may use a passive sensor located within the material and an interrogator located outside of the material that may be used to interrogate the passive sensor and to receive a signal from the passive sensor representative of corrosion potential of reinforcement metal.

Claims

1. A system for detecting corrosion of metal within material, wherein the system comprises:

a sensor portion locatable within the material, wherein the sensor portion comprises;

reinforcement metal,

reference metal, and

passive sensing circuitry electrically coupled to the reinforcement metal and the reference metal and configured to measure a potential between the reinforcement metal and the reference metal, wherein the sensing circuitry is further configured to wirelessly transmit a signal representative of a corrosion potential of the reinforcement metal based on the potential between the reinforcement metal and the reference metal when energized, and further wherein the sensing circuitry is configured such that the resonant frequency of the signal representative of the corrosion potential shifts in response to a change in the potential between the reinforcement metal and the reference metal; and

an interrogator portion locatable outside of the material, wherein the interrogator portion comprises interrogating circuitry configured to wirelessly transmit energy to the sensing circuitry of the sensor portion and to wirelessly receive the signal representative of the corrosion potential from the sensing circuitry of the sensor portion, and further wherein the interrogating circuitry of the interrogator portion is configured to generate one or more corrosion potential values representative of the corrosion potential of the reinforcement metal based on the resonant frequency of the signal representative of the corrosion potential which shifts in response to a change in the potential between the reinforcement metal and the reference metal.

2. The system of claim 1, wherein the interrogator portion is configured to wirelessly transmit energy to the passive sensing circuitry of the sensor portion using a swept frequency source.

3. The system of claim 1, wherein the interrogator portion is configured to wirelessly transmit energy to the passive sensing circuitry of the sensor portion using a time-gated swept frequency source.

4. The system of claim 1, wherein the interrogating circuitry is further configured to wirelessly receive the signal representative of the corrosion potential after a selected period of time has elapsed following energization of the sensor portion by the wirelessly transmitted energy.

5. The system of claim 1, wherein the sensing circuitry is encapsulated by polymer.

6. The system of claim 1, wherein the reinforcement metal comprises steel and the reference metal comprises stainless steel.

7. The system of claim 1, wherein the material is concrete.

8. The system of claim 1, wherein the sensing circuitry of the sensor portion comprises an inductive loop coupled to a capacitor that changes capacitance based on the potential between the reinforcement metal and the reference metal.

9. The system of claim 8, wherein the capacitor comprises a varactor diode.

10. A device for detecting corrosion of metal within material, wherein the device comprises:

reinforcement metal,

reference metal, and

passive sensing circuitry electrically coupled to the reinforcement metal and the reference metal and configured to measure a potential between the reinforcement metal and the reference metal, wherein the sensing circuitry is further configured to wirelessly transmit a signal representative of a corrosion potential of the reinforcement metal based on the potential between the reinforcement metal and the reference metal when energized by an interrogator portion locatable outside of the material, and further wherein the sensing circuitry is configured such that the resonant frequency of the signal representative of the corrosion potential shifts in response to a change in the potential between the reinforcement metal and the reference metal.

11. The device of claim 10, wherein the sensing circuitry is encapsulated by polymer.

12. The device of claim 10, wherein the reinforcement metal comprises steel and the reference metal comprises stainless steel.

13. The device of claim 10, wherein the sensing circuitry of the sensor portion comprises an inductive loop coupled to a capacitor that changes capacitance based on the potential between the reinforcement metal and the reference metal.

14. The device of claim 13, wherein the capacitor comprises a varactor diode.

15. A method of detecting corrosion of metal within material, wherein the method comprises:

locating a sensor portion within material, wherein the sensor portion comprises;

reinforcement metal,

reference metal, and

passive sensing circuitry electrically coupled to the reinforcement metal and the reference metal and configured to measure a potential between the reinforcement metal and the reference metal, wherein the passive sensing circuitry is further configured to wirelessly transmit a signal when interrogated representative of a corrosion potential of the reinforcement metal based on the potential between the reinforcement metal and the reference metal when energized by an interrogator portion locatable outside of the material, and further wherein the sensing circuitry is configured such that the resonant frequency of the signal representative of the corrosion potential shifts in response to a change in the potential between the reinforcement metal and the reference metal;

locating an interrogator portion outside of the material proximate the sensor portion;

wirelessly transmitting energy from the interrogator portion to the sensor portion;

wirelessly transmitting a signal representative of a corrosion potential of the reinforcement metal from the sensor portion to the interrogator portion based on the potential between the reinforcement metal and the reference metal, wherein the resonant frequency of the signal representative of the corrosion potential shifts in response to a change in the potential between the reinforcement metal and the reference metal; and

generating one or more corrosion potential values representative of the corrosion potential of the reinforcement metal based on the resonant frequency of the signal representative of the corrosion potential which shifts in response to a change in the potential between the reinforcement metal and the reference metal.

16. The method of claim 15, wherein the method further comprises wirelessly receiving the signal representative of the corrosion potential using the interrogator portion after a selected period of time has elapsed following energization of the sensor portion by the wirelessly transmitted energy.

17. The method of claim 15, wherein the reinforcement metal comprises steel and the reference metal comprises stainless steel.

18. The method of claim 15, wherein the material is concrete.