Conventional sacrificial anodes are available in the form of discrete galvanic zinc anodes which are embeddable within steel-reinforced concrete. These anodes are typically formed as solid cast blocks of zinc with limited surface area compared to their weight, or are made from one or more pieces of expanded zinc mesh gathered together. Both types of zinc anodes are embedded within a casing of conductive mortar which facilitates the corrosion of the anode material and enables a protective galvanic current to flow when the anodes are connected to steel reinforcement within a concrete covering. Examples are shown in U.S. Pat. Nos. 6,193,857 and 6,022,469.
Conventional discrete embeddable anodes typically do not have any mechanism for spacing them apart from the steel reinforcing rods or “rebars” they are fitted to, apart from the thickness of the covering mortar and/or an integral plastic barrier. Close proximity to the steel reinforcing member or rebar increases galvanic activity (and hence protection) in the immediate vicinity of the sacrificial anode at the expense of activity and protection applied to more distant parts of the steel reinforcement.
One product currently on the market achieves greater anode surface area by using pieces of expanded zinc mesh soldered to one or more ductile iron wires that carry the protective current to the steel reinforcement. Another product currently on the market makes use of an integral plastic barrier to inhibit the passage of protective current in areas in the immediate vicinity of the steel anode interface, forcing the current further away from the point of contact. While these conventional anodes function adequately, it would be desirable to improve the useful life and function of such anodes while facilitating their proper installation and spacing from a steel structure, such as a steel reinforcing bar embedded in concrete.
This disclosure covers an anode assembly having a unique flat anode plate design. The anode plates can be formed with or without slats, louvers or raised strips or ribs which are stamped from or cut into the surface of the anode. The use or one or more flat metal plates in place of a solid metal casting allows for the fabrication of anodes having much greater surface area. This allows for greater flow of protective current and reduces the tendency of the anode to passivate in service.
This disclosure also covers fabricated ductile iron wire connectors which space the metal anode some predetermined distance away from the steel reinforcement. This reduces the intensity of protective current and reduces the tendency of the anode to passivate in service.
A conductive solid electrolytic mortar material is also employed. A preferred mortar functions well below the conventional passivation threshold for zinc and allows the zinc anode to stay active in pH environments which otherwise would passivate the anode surface, shut down the electrochemical functioning of the anode and prevent galvanic protection of the steel to which it is connected.
The galvanic anode design disclosed herein has unique design features that greatly increase surface area compared to solid cast anodes. Specially designed slats formed in the face of a sheet of anode material can open up an extra 7.8% anode surface area as compared to a solid anode sheet. The slats, louvers or raised strips produce openings or slits which allow unrestricted movement of ions from portions of both surfaces of the anode sheets eliminating any “shadow” effect and allowing both sides of the anode panel to contribute to the galvanic protection of the steel.
The slats, louvers and raised strips also provide physical anchor points for conductive mortar to bond onto and contribute to the overall strength of the anode assembly.
A 150 gram zinc anode designed in accordance with this disclosure has a surface area of 42 sq in. This represents an increase of 4.74 times the surface area of a commercially available anode at the same anode weight. Other anodes designed in accordance with this disclosure offer a minimum of 4.95 times and 2.8 times the surface area of conventional solid anodes.
Slatted, louvered, ribbed and similarly configured anode panels with projections such as described below can be assembled, in stacked pairs to provide additional anchoring for the conductive mortar. Double-stacked slatted and slotted anode plates place the zinc anodes close to the external surface of the anode assembly for optimum ionic transfer to the surrounding concrete fill medium.
The electrical and mechanical connection points from the anode can be provided as annealed steel wires. These wires are uniquely configured to produce a “stand off” placement of the mortar encased anode with respect to the steel which it must protect. This reduces the peak current flow to adjacent areas of the steel and facilitates higher current areas in locations further away from the anode assembly mounting point. This makes the anode assembly more efficient overall. Anode separation is largely determined by the furthest distance from itself that an anode can satisfactorily protect the steel to which it is attached, This “stand off” mounting technique boosts the anode efficiency at long distances thus allowing greater separation between multiple anodes for equal coverage in a structure using fewer anodes.
In the drawings:
In the various views of the drawings, like reference numerals represent like or similar parts.
As generally seen in
Ductile steel connector wires are twisted together at a distance from the body of the anode material such that the finished anode, which is encased within an electrolytically conductive mortar, is separated some predetermined distance away from the steel reinforcement when the ductile wires are twisted around the steel reinforcement. The pre-formed ductile wires also facilitate a tighter final connection to the reinforcing steel. In particular, the wires are shaped to form an open saddle-shaped loop for closely receiving and engaging the outer surface of a steel reinforcing bar. The distance between the open saddle-shaped loop and the anode defines the spacing between the anode and a steel reinforcement or rebar which is subsequently nested within the loop by bending and/or twisting the wires around the reinforcement or rebar.
As more particularly seen in
The plates 12, 14 are spaced apart by about, for example, one-eighth inch by one or more electrically conductive washers 16. A conventional fastener, such as a nut and bolt, a metal screw or a rivet 18 is driven through each hole 20 (
Prior to assembly, each plate 12, 14 is formed with one or more holes or slots 26 by punching, machining, drilling, or any other forming or cutting process. Instead of slots, circular, irregular or any other shaped hole may be formed through the plates 12, 14. As seen in the Figures, a series or plurality of projections such as of slats, ribs or louvers 28 is formed in each plate 12, 14 from the material punched from slots 26, These projections extend outwardly from the planes of the plates 12, 14 in opposite directions. The projections can also be attached to the plates as separate ribs or slats such as by welding.
An electrically conductive wire 30, such as a solid steel wire is formed with a closed first loop 32 which is dimensioned to fit beneath the head 34 of each fastener 18 during the initial fabrication of the anode assembly 10. One end of the loop 32 is clamped beneath the fastener head 34 with a tight fit during the assembly of the washers 16 and plates 12, 14.
The conductive wire 30 is formed with two parallel leg portions 40, 42 which extend, for example, about one and three quarter inches from the holes 20 and generally perpendicular to the length of the upper plate 12. As seen in
As seen in
To complete the production of the anode assembly 10, the plates 12, 14 are coated or embedded within a covering of electrolytic conductive mortar 58 as shown in phantom in
The slats or louvers 28 act as anchors for the mortar 58 when it is applied wet and also when solid after drying. The slats or louvers 28 also increase the surface area of the plates 12, 14 in contact with the mortar and allow the mortar to flow at least partially into gap 24 through slots 26.
A side view of
As further shown in
In an alternate embodiment, the plates 12, 14 can be provided in the form of one or more sheets of expanded metal mesh.
In actual use in the field, an anode assembly 10 as shown in
Once the anode assembly 10 is mounted to a steel member such as rebar 54, wet concrete is poured over and around the rebar and anode assembly 10 and allowed to set in a known fashion. The anode assembly 10 can be used for both new concrete construction and for concrete repairs.
Another embodiment of the disclosure is shown in
As seen in
It will be appreciated by those skilled in the art that the above discrete galvanic anode is merely representative of the many possible embodiments of the invention and that the scope of the invention should not be limited thereto, but instead should only be limited according to the following claims.
Filing Document | Filing Date | Country | Kind | 371c Date |
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PCT/US10/46690 | 8/25/2010 | WO | 00 | 12/20/2011 |
Number | Date | Country | |
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61236716 | Aug 2009 | US |