In situ sensor for critical corrosion conditions in a material

• US 5,895,843 A
• Filed: 05/15/1997
• Issued: 04/20/1999
• Est. Priority Date: 05/15/1996
• Status: Expired due to Fees

• Current Assignee: University of Virginia Patent Foundation (University of Virginia)
• Original Assignee: University of Virginia Patent Foundation (University of Virginia)
• Inventors: Cella, Patrick A., Taylor, S. Ray
• Primary Examiner(s): RAEVIS, ROBERT R
• Application Number:
  US08/856,982
• Time in Patent Office: 705 Days
• Field of Search: 73/86, 324/700
• US Class Current: 73/86
• CPC Class Codes: G01N 17/00 Investigating resistance of materials to the weather, to corrosion, or to light
• CPC Class Codes: H01C 10/46 Arrangements of fixed resistors with intervening connectors, e.g. taps H01C10/28, H01C10/30 take precedence

Abstract

An in situ sensor for monitoring the degree of corrosion of rebar in a concrete structure relies on a four-point resistance measure of a test wire embedded in the concrete structure. The resistance across the wire is compared with the resistance of a reference wire, which is corrosion resistant. As corrosion advances, the cross-sectional area of the wire decreases, effectively increasing the resistance measured. The sensor may be used to measure corrosion inhibitor performance, and the effect of dilution.

Claims

1. An in situ sensor to determine the state of corrosion of rebar in a cement matrix, comprising:

a test wire having a diameter smaller than the rebar embedded in said matrix;

four electrically conductive leads attached to said test wire for measuring the resistance along a length of said test wire, wherein a portion of said test wire is electrically contacted to a segment of said rebar at points which are recessed and wherein the recessed region is filled with mortar;

a reference wire embedded in said matrix to which four electrically conductive leads are attached for measuring the resistance along a length of said reference wire, said leads of said test wire and said reference wire being connected to a source of electrical current and a means for determining resistance in said test wire and said reference wire.

2. The sensor of claim 1, wherein said means for determining resistance is a ohmmeter or constant current source and volt meter.

3. The sensor of claim 1, wherein said reference wire is a length of said test wire, wherein said length has been polymerically sealed to isolate it from said matrix.

4. The sensor of claim 1, wherein said test wire and said reference wire are separate wires, and wherein said reference wire is corrosion resistant.

5. The sensor of claim 4, wherein said reference wire is a coated steel wire, a wire comprising gold, or a wire of the same chemistry and microstructure as said embedded test wire, said reference wire being encased within a glass tube filled with said matrix.

6. A reinforced structure of a solid matrix, said structure being reinforced with metal or metal alloy materials, comprising a plurality of the in situ sensors of claim 1 throughout the reinforced matrix portions of said structure.

7. A method of determining the progress of rebar corrosion in a concrete matrix with the sensor of claim 1, wherein said process comprises monitoring the resistance along the length of said test wire of said sensor, as compared with the resistance of said reference wire of said sensor, wherein an increase in resistance along said test wire as opposed to said reference wire is indicative of an increase in corrosion.

8. The in situ sensor of claim 1, wherein said test wire has a diameter no greater than 1 mm.