Claims
- 1. A method for protecting steel reinforcement bars (11) in a reinforced concrete construction (15), comprising
- providing a sub-assembly anode structure having a rigid block (1) of concrete containing ion-conductive cement, and
- a core (2) of a valve metal provided with an activation layer included and embedded within said block (1) of concrete, said block (1) extending spatially beyond said valve metal;
- immovably securing the block (1) with the core (2) therein to at least one of said steel reinforcement bars (11) in the reinforced concrete construction;
- pouring mixed concrete around the steel reinforcement bars (11) and said block (1) to embed said block secured to said at least one reinforcement bar and others of said bars (11) within the poured concrete;
- permitting the poured concrete to cure; and
- connecting said core (2) and at least one of said steel reinforcement bars (11) to the terminals of a direct current electrical energy source (16).
- 2. The method of claim 1, wherein said core (2) of valve metal comprises a mesh structure; and
- at least one electrical terminal (5) is provided, extending externally of said jacket, for connection to said voltage source (16).
- 3. The method of claim 1, wherein said step of immovably securing the block to at least one of the steel reinforcement bars (11) comprises strapping said block (1) to said at least one of said reinforcement bars (11).
- 4. A method of constructing a pillar of reinforced concrete,
- in accordance with the method as claimed in claim 1,
- wherein said reinforcement bars comprises a first plurality of spaced upright reinforcement bars, and a second plurality of reinforcement rings surrounding said spaced upright reinforcement bars, to form a cage therebetween;
- including the step of first inserting said sub-assembly comprising the block (1) with the core (2) therein within said cage; and
- wherein, the immovable securing step comprises
- firmly strapping said sub-assembly to at least one of said reinforcement bars (11) prior to the step of pouring the concrete around the reinforcement bars (11) and said sub-assembly.
- 5. The method of claim 4, further including the step of stirring and compacting the poured concrete around and within said cage and about said sub-assembly before permitting said concrete to cure.
- 6. The method of claim 1, further including the step of stirring and compacting the poured concrete around said reinforcement bars and about said sub-assembly before permitting said concrete to cure.
Priority Claims (1)
Number |
Date |
Country |
Kind |
38 26 926.0 |
Aug 1988 |
DEX |
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Parent Case Info
This application is a continuation of application Ser. No. 07/794,322 filed Nov. 12, 1991, now abandoned, which is a continuation of application Ser. No. 07/458,727 filed Feb. 2, 1990, now abandoned, which is the United States national phase application of International Application No. PCT/EP89/00599 filed May 30, 1989 published as WO90/01570, on Feb. 22, 1990.
US Referenced Citations (6)
Foreign Referenced Citations (4)
Number |
Date |
Country |
0147977 |
Jul 1985 |
EPX |
0407348 |
Jan 1991 |
EPX |
WO8606759 |
Nov 1986 |
WOX |
WO8606758 |
Nov 1986 |
WOX |
Non-Patent Literature Citations (1)
Entry |
Kotowski, Busse & Bedel, "Titananoden fur den Kathodischen Korrosion Schutz von Stahl in Beton" [Titanium Anodes for Cathodic Corrosion Protection of Steel in Concrete], Feb. 1988, in Metall, 42nd Year, No. 2; pp. 133-140. |
Continuations (2)
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Number |
Date |
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Parent |
794322 |
Nov 1991 |
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Parent |
458727 |
Feb 1990 |
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