Corrosion protection of steel in concrete is provided by locating an anode assembly including both a sacrificial anode and an impressed current anode in contact with the concrete and providing an impressed current from a power supply to the anode. The impressed current anode forms a perforated sleeve surrounding a rod of the sacrificial anode material with an activated ionically-conductive filler material between. The system can be used without the power supply in sacrificial mode or when the power supply is connected, the impressed current anode can be powered to provide an impressed current system and/or to recharge the sacrificial anode from sacrificial anode corrosion products.
|
0. 22. An anode apparatus for cathodically protecting a metal section in an ionically conductive material, the anode apparatus comprising:
a sacrificial anode of a material which is less noble than the metal section;
an impressed current anode with a DC power supply connected thereto;
the DC power supply is a battery and is included with the sacrificial anode and the impressed current anode comprising common components of a common preassembled unit forming the anode apparatus;
the impressed current anode and the sacrificial anode being electrically separated to prevent electrical communication therebetween;
an electrical connection to the sacrificial anode;
and an electrical connection to the impressed current anode.
0. 35. An anode apparatus for cathodically protecting a metal section in an ionically conductive material, the anode apparatus comprising:
a sacrificial anode of a material which is less noble than the metal section;
an impressed current anode with a DC power supply connected thereto;
the impressed current anode and the sacrificial anode being electrically separated to prevent electrical communication therebetween;
an electrical connection to the sacrificial anode;
and an electrical connection to the impressed current anode;
an ionically conductive filler material;
wherein at least the sacrificial anode and the impressed current anode comprise common components of a common pre-assembled unit;
and wherein at least the common preassembled unit comprising the sacrificial anode and the impressed current anode is surrounded by the ionically conductive filler material.
0. 30. An anode apparatus for cathodically protecting a metal section in an ionically conductive material, the anode apparatus comprising:
a sacrificial anode of a material which is less noble than the metal section;
an impressed current anode with a DC power supply connected thereto;
the impressed current anode and the sacrificial anode being electrically separated to prevent electrical communication therebetween;
an electrical connection to the sacrificial anode;
and an electrical connection to the impressed current anode;
an ionically conductive filler material;
the DC power supply is a battery and is included with the sacrificial anode and the impressed current anode comprising common components of a common pre-assembled unit forming the anode apparatus;
wherein the common pre-assembled unit is at least partly surrounded by the ionically conductive filler material.
0. 1. A method for corrosion protection of a metal section in a cast body of an ionically conductive concrete or mortar material comprising:
providing an anode assembly comprising:
an impressed current anode; and
a sacrificial anode of a material which is less noble than the metal section;
maintaining the impressed current anode electrically separated from the sacrificial anode to prevent direct electrical communication therebetween;
prior to installation, positioning the impressed current anode and the sacrificial anode into an assembly, wherein the impressed current anode and the sacrificial anode are fixed at relative positions in the assembly;
installing the assembly, while the impressed current anode and said sacrificial anode are at said fixed positions, in contact with the cast body of ionically conductive concrete or mortar material so as to locate the impressed current anode in ionic contact with the cast body of ionically conductive concrete or mortar material and so as to locate the sacrificial anode in ionic contact with the cast body of ionically conductive concrete or mortar material;
providing a DC power supply having a first pole and a second pole; the assembly including electrical connecting components connected to the impressed current anode and the sacrificial anode; and providing corrosion protection to the metal section by:
providing a connection by the electrical connecting components of the first pole of the DC power supply to the impressed current anode;
providing a connection of the second pole of the DC power supply to the metal section; and
providing a connection of the sacrificial anode to the metal section;
so that the impressed current anode by current from the DC power supply provides the corrosion protection of the metal section;
and when the DC power supply is not present a current between the metal section and the sacrificial anode provides the corrosion protection of the metal section.
0. 2. The method according to
0. 3. The method according to
0. 4. The method according to
0. 5. The method according to
0. 6. The method according to
0. 7. The method according to
0. 8. The method according to
0. 9. The method according to
0. 10. The method according to
0. 11. The method according to
0. 12. The method according to
0. 13. The method according to
0. 14. The method according to
0. 15. The method according to
0. 16. The method according to
0. 17. The method according to
0. 18. The method according to
0. 19. The method according to
0. 20. The method according to
0. 21. The method according to
0. 23. The anode apparatus according to claim 22 wherein the impressed current anode and the sacrificial anode comprise side by side elements.
0. 24. The anode apparatus according to claim 22 wherein there is provided an ionically conductive filler material adjacent to the sacrificial anode.
0. 25. The anode apparatus according to claim 24 wherein the ionically conductive filler material contains at least one activator to ensure continued corrosion of the sacrificial anode.
0. 26. The anode apparatus according to claim 24 wherein the ionically conductive filler material has a pH sufficiently high for corrosion of the sacrificial anode to occur and for passive film formation on the sacrificial anode to be avoided.
0. 27. The anode apparatus according to claim 24 wherein the ionically conductive filler material comprises a porous or deformable material to absorb corrosion products from the sacrificial anode.
0. 28. The anode apparatus according to claim 24 wherein at least the impressed current anode and the sacrificial anode are surrounded by the ionically conductive filler material as an encapsulating material.
0. 29. The anode apparatus according to claim 22 wherein the metal section is a reinforcing steel member and the ionically conductive material is concrete or mortar material.
0. 31. The anode apparatus according to claim 30 wherein the ionically conductive filler material contains at least one activator to ensure continued corrosion of the sacrificial anode.
0. 32. The anode apparatus according to claim 30 wherein the ionically conductive filler material has a pH sufficiently high for corrosion of the sacrificial anode to occur and for passive film formation on the sacrificial anode to be avoided.
0. 33. The anode apparatus according to claim 30 wherein the ionically conductive filler material comprises a porous or deformable material to absorb corrosion products from the sacrificial anode.
0. 34. The anode apparatus according to claim 30 wherein at least the sacrificial anode and the impressed current anode of the common pre-assembled unit are surrounded by the ionically conductive filler material as an encapsulating material.
0. 36. The anode apparatus according to claim 35 wherein the impressed current anode and the sacrificial anode comprise side by side elements.
0. 37. The anode apparatus according to claim 35 wherein the ionically conductive filler material contains at least one activator to ensure continued corrosion of the sacrificial anode.
0. 38. The anode apparatus according to claim 35 wherein the ionically conductive filler material has a pH sufficiently high for corrosion of the sacrificial anode to occur and for passive film formation on the sacrificial anode to be avoided.
0. 39. The anode apparatus according to claim 35 wherein the ionically conductive filler material comprises a porous or deformable material to absorb corrosion products from the sacrificial anode.
0. 40. The anode apparatus according to claim 30 wherein the metal section is a reinforcing steel member and the ionically conductive material is concrete or mortar material.
0. 41. The anode apparatus according to claim 35 wherein the metal section is a reinforcing steel member and the ionically conductive material is concrete or mortar material.
|
Zn(OH)42−→Zn2++4OH− (2)
Zn2++2e−→Zn (3)
Theoretically, all the zinc oxide and other zinc ions and zinc corrosion products can be re-deposited on the core as usable zinc for subsequent consumption. In reality, as with rechargeable alkaline batteries, the level of each subsequent recharge is likely to be reduced.
A typical reaction at the impressed current electrode is likely to be:
2OH−→½O2+H2O+2e− (4) or
H2O→½O2+2H++2e− (5)
There is therefore a net balance of the hydroxyl ions which means there is no overall loss in alkalinity within the assembly. There is a net increase in hydroxyl ions at the surface of the zinc anode which is beneficial in accommodating large amounts of the soluble zincate ions once the anode is used again, in galvanic mode, to protect the steel reinforcement. The reaction at the impressed current anode (Eq 4 or 5) involves the production of oxygen gas which needs to escape from the assembly and into the concrete pore structure. The impressed current anode, therefore, should be porous, be in the form of a net or be vented.
A preferred way to employ the anode arrangement herein is to initially set it up as a normal galvanic anode, allowing it to run for a period of say 10-20 years according to exposure conditions. Occasional monitoring will determine when recharging of the anode is required. An external power supply is then used to recharge the anode over a relatively short period, preferably no more than 14-60 days. The anode is then able to produce adequate current for a further period of time, say 5-20 years. The process can be repeated several times until recharging becomes essentially ineffective. If required, the impressed current part of the anode can then be simply used as part of an impressed current corrosion protection system. Protection of the steel reinforcement could therefore be achieved for the whole life of the structure.
The assembly has great flexibility which allows variable application types. For example, a preliminary use of the impressed current part of the anode can deliver an initial high level of charge over a limited period in order to passivate the steel to virtually stop any ongoing corrosion. Alternatively, the impressed current part of the anode can be operated to deliver a cumulative charge to increase the alkalinity of the concrete surrounding the steel and reduce future corrosion and current demand from the galvanic anode. Applied charge of 20,000 to 150,000 and more typically, 70,000 to 120,000 Coulombs per square meter of steel has been shown to be sufficient to passivate the steel. Applied charges of around 700,000 Coulombs/m2 have been effective at re-alkalizing (increasing the pH) of carbonated concrete. The charge required to increase the pH of concrete which is not carbonated will be less than 700,000 Coulombs/m2. This can then be followed by a lower level of galvanic current to maintain passivity of the steel. Using the impressed current anode to deliver the high initial charge is beneficial as this prevents unnecessary consumption and degradation of the sacrificial anode, allows a smaller sacrificial anode to be used and allows the sacrificial anode to provide higher current to the steel after the high initial charge has been passed to the steel by the impressed current anode. Recharging of the anodes can still be carried out if required. Furthermore, additional externally applied current can be delivered via the impressed current anode of the assembly if steel passivity is lost, if the current from the sacrificial anode is not sufficient to polarize the steel or if either the corrosion potential or the corrosion rate of the steel increases above desired levels.
The sacrificial anode may be connected to the steel while the impressed current anode is polarising the steel for the purpose of reactivating or increasing the activation of the sacrificial anode. This can be achieved by increasing the alkalinity at the anode surface which can dissolve zinc oxide corrosion products into soluble zincate ions, according to equation (1), and allow them to dissipate away from the anode surface and allowing better subsequent current flow and improved performance of the anode.
The current flowing to the sacrificial anode may be limited or controlled such that the sacrificial anode is reactivated without necessarily recharging the sacrificial anode.
The assembly also has the capability to operate principally as an impressed current anode with a rechargeable galvanic anode backup for periods when the impressed current anode is off line or is otherwise non-functional. Similarly, the impressed current anode can be available to operate as a backup to the sacrificial anode should the sacrificial anode become non-functional.
In a preferred arrangement, the inert anode may be capable of delivering a high level of current, possibly as high as 1 mA/cm2. The resistance of the electrolyte is preferably therefore as low as possible, so that a gel may be more suitable than a solid. Considerable levels of oxygen gas can be produced during charging which needs to disperse adequately through the anode walls and surrounding concrete.
In order for the anode to be rechargeable, the electrolyte is preferably highly alkaline. This allows high concentrations of Zn(OH)42− in solution after the dissolution of zinc which, with supersaturation, is believed to precipitate out as ZnO. These reactions are believed to be as set out in Equations 6 and 7 below, which are essentially the reverse of Reactions 1 and 2.
Zn+4OH−→Zn(OH)42−+2e− (6)
Zn(OH)42−→ZnO+2OH−+H2O (7)
Other electrolytes which are not highly alkaline are also suitable as long as soluble or electrochemically mobile zinc ions are present.
Preferably the assembly includes sufficient moisture to be highly ionically conductive and to allow sacrificial anode ions to be mobile during charging or recharging. Humectants, gels and other hydroscopic materials can be beneficial in this regard. In an alternative arrangement, charging or recharging of sacrificial anodes can be improved by applying water or another wetting solution to at least a portion of the structure and or specifically the sacrificial anode to keep it sufficiently conductive during the charging or recharging process.
Testing has shown that zinc can be deposited onto many substrates including; zinc, titanium, copper, brass, 70/30 brass, steel, stainless steel and alloys. As such, partially discharged and fully consumed sacrificial anodes can be regenerated.
In one example, a cast zinc anode, 8 cm long with a minimum diameter of 0.7 cm, was located in ZnO/thixotropic paste packed inside a conductive ceramic impressed current anode tube. The zinc paste was made from a solution saturated with LiOH with 2M KOH and 20% ZnO along with carboxymethyl cellulose sodium gelling agent. The paste was packed in the space between the zinc anode and the inner side of the 28 mm tube. Testing has shown that ions can pass through the porous tube walls such that the zinc anode can pass current onto the external steel reinforcing bar even though it is located inside the impressed current anode. Subsequently, charging of the zinc can be accomplished by reversing the flow of ions through the impressed current porous tubular anode by applying an external voltage between the impressed current anode and the sacrificial anode. An applied voltage of around 6-8 Volts resulted in a current of up to 1.6 A to be delivered to the inner zinc anode achieving a total charge/recharge of just under 40,000 Coulombs. Surprisingly, the zinc anode performed better after recharging than it did originally. After charging of the zinc anode, when the zinc anode was reconnected to the steel, the current output and cumulative charge output of the recharged zinc anode through the porous tubular impressed current anode to the steel is increased compared to the original zinc anode. The reasons for this improvement in performance are not fully understood but may relate to an increased surface area of the zinc metal after deposition or to the relative increase of hydroxyl ions at the immediate vicinity of the zinc surface which encourages dissolution of zinc and zinc corrosion products such as zinc oxide and deposition of zinc from zinc corrosion products such as zincate ions (equations 1-3). It is evident, nonetheless, that the current output of the anode after charging is increased.
In
An assembly 49 to demonstrate the ability to charge/recharge an anode in situ was constructed as shown in
The anode assembly 49 was cast centrally in a cement mortar prism approximately 80 mm×50 mm×40 mm high ensuring that the whole assembly was encased within the cement mortar 59. As shown in
The zinc wire 50 was connected electrically to the external titanium mesh 62. The assembly 49 was then seen to act as a galvanic anode passing current to the external titanium mesh (metal section) and producing zinc corrosion products until all available zinc was consumed.
An external power supply (not shown) was then connected to the internal MMO coated titanium mesh anode 57 within the anode assembly 49 and the copper wire 53 ensuring that the copper was cathodic. Zinc corrosion products from the consumed (corroded) zinc wire 50 were deposited on the copper wire 53 to form a sacrificial anode during this charging process. Subsequent connection of the copper wire 53, now carrying the deposited zinc and the external MMO coated titanium mesh (metal section) allowed current to pass between the charged anode 53 and the metal section 62. The current produced by the charged anode (copper wire with deposited zinc) was comparable to the current produced by the original zinc wire. Comparison of current produced by the original ‘discharge’ of the zinc wire and the zinc which was deposited on the copper wire is shown in Table 1.
TABLE 1
Current output of original zinc wire
and deposited zinc on copper wire
Current output (mA)
Maximum
Minimum
Mean
Original zinc wire
5.47
0.05
0.70
Deposited zinc on
5.20
0.05
0.51
Copper Wire
Turning now to
Movement of moisture towards the sacrificial anode 100 from the impressed current anode 101 is obtained during the recharge phase. This is believed to be by the process of electro-osmosis. A simple experiment, as depicted in
Table 2 below and
TABLE 2
Moisture movement with time at an applied current of 1.5 mA
between two electrodes embedded in a highly alkaline mortar.
Current output (1.5 mA)
Difference in
Volume of water
Required Drive
height of water
which migrates
Voltage to
level in two
during application
Time
maintain current
compartments
of recharge current
(days)
(V)
(mm)
(ml)
0
1.94
0
0
1
2.23
0.5
0.03
6
2.19
3
0.19
22
2.04
7
0.44
28
1.98
7.5
0.47
Also shown in
As explained previously, the potential difference across the anodes 100, 101 causes ions of the sacrificial anode material to move to the sacrificial anode 100.
Additives 109 are provided in the structure at or adjacent the anode 100 which acts to limit gassing from the sacrificial anode. The additives can be a surfactant, a form of cellulose or can comprise alloying zinc metal with suitable elements such as nickel or indium which is arranged to reduce the hydrogen over-potential significantly and hence limit hydrogen gassing.
The membrane 106 acts for restricting dendritic growth of sacrificial anode material on the sacrificial anode. The membrane separator 106 is located around or adjacent to the sacrificial anode and acts to contain sacrificial material at the sacrificial anode, to avoid dendritic growth of sacrificial anode material on the sacrificial anode beyond the membrane and to allow moisture movement to the sacrificial anode.
In order to provide ions for communication to the anode 100, particles or powder 110 of sacrificial anode material or sacrificial anode corrosion products are provided alone or intermixed with an ionically conductive filler material 111 at or adjacent the sacrificial anode.
As explained previously the potential difference caused by the DC power supply 107 causes an increase in the galvanic current generated by the sacrificial anode subsequent to application of the potential difference relative to that before the application. Also this action acts to increase alkalinity at the surface of the sacrificial anode where the increased alkalinity acts to dissolve zinc oxide corrosion products into soluble zincate ions and allow them to dissipate away from the surface.
The DC power supply is in some cases arranged so as to limit current flowing to the sacrificial anode by the potential difference such that the sacrificial anode is reactivated without recharging the sacrificial anode with additional ions of the sacrificial material.
The application of the DC power supply causes water movement from the negatively charged impressed current anode to the positively charged sacrificial anode. This also can cause an increase in a total surface area of the sacrificial anode material at the sacrificial anode. This can also result in increased quantity of hydroxyl ions at the immediate vicinity of the sacrificial anode.
Whitmore, David, Sergi, George, Seneviratne, Attanayake Mudiyanselage Gamini
Patent | Priority | Assignee | Title |
Patent | Priority | Assignee | Title |
10053782, | Jul 19 2012 | VECTOR TECHNOLOGIES LTD ; Vector Corrosion Technologies Ltd | Corrosion protection using a sacrificial anode |
3650837, | |||
3978309, | Jan 08 1975 | Rheem Manufacturing Company | Sacrificial, shaped anode and method of constructing same |
4861449, | Feb 08 1988 | Duratron Systems Limited | Composite anode |
4941775, | Feb 26 1988 | Cathodic protection of critical offshore marine structure critical components by making the critical component noble (passive) to the balance of the platform | |
5026468, | May 22 1989 | Colorado Interstate Gas Company | Dual bed cathodic protection system with automatic controls |
5139634, | May 22 1989 | Colorado Interstate Gas Company | Method of use of dual bed cathodic protection system with automatic controls |
6022469, | Jun 16 1993 | Vector Corrosion Technologies Ltd | Repair of corroded reinforcement in concrete using sacrificial anodes |
6027633, | Sep 16 1998 | Electrolytic restoration of concrete | |
6165346, | Feb 05 1999 | Cathodic protection of concrete | |
6193857, | Oct 29 1998 | VECTOR CORROSSION TECHNOLOGIES LTD | Connector for use in cathodic protection and method of use |
6217742, | Apr 17 1997 | THE EUCLID CHEMICAL COMPANY | Cathodic protection system |
6303017, | Jun 16 1993 | Vector Corrosion Technologies Ltd | Cathodic protection of reinforced concrete |
6315876, | Apr 26 1994 | Corrpro Companies, Inc. | Cathodic protection system |
6346188, | Mar 24 2000 | CATHODIC PROTECTION, INC | Battery-powered cathodic protection system |
6471851, | Oct 11 1996 | VECTOR CORRISON TECHNOLOGIES LTD | Cathodic protection system |
6572760, | Feb 05 1999 | Cathodic protection | |
6793800, | Dec 20 2002 | Cathodic protection of steel within a covering material | |
7160433, | Sep 26 2001 | THE EUCLID CHEMICAL COMPANY | Cathodic protection system |
7226532, | Oct 14 2003 | Cathodic protection of steel within a covering material | |
7704372, | Apr 29 2004 | Vector Corrosion Technologies Ltd | Sacrificial anode assembly |
7749362, | Oct 20 2004 | Protection of reinforcement | |
7851022, | Aug 04 2004 | Galvanic anode system for corrosion protection of steel and method for production thereof | |
7909982, | Mar 16 2005 | Treatment process for concrete | |
7914661, | Feb 05 1999 | Cathodic protection | |
7959786, | Feb 05 1999 | Cathodic protection | |
7998321, | Jul 27 2009 | Galvanic anode for reinforced concrete applications | |
8002964, | Oct 04 2005 | Sacrificial anode and backfill | |
8157983, | Mar 24 2007 | THE EUCLID CHEMICAL COMPANY | Composite anode for cathodic protection |
8211289, | Mar 16 2005 | Sacrificial anode and treatment of concrete | |
8221289, | Mar 18 2008 | Allison Transmission, Inc. | Engagement/disengagement of transmission with auxiliary gearbox |
8273239, | Jun 15 2009 | Corrosion protection of steel in concrete | |
8349166, | Mar 16 2005 | Treatment process for concrete | |
8961746, | Jul 19 2012 | Vector Corrosion Technologies Ltd | Charging a sacrificial anode with ions of the sacrificial material |
20030137282, | |||
20070194774, | |||
20080047843, | |||
20090032410, | |||
20090189567, | |||
20090229993, | |||
20090229994, | |||
20090236764, | |||
20100147703, | |||
20100314262, | |||
20110040267, | |||
20110083973, | |||
20110168571, | |||
20110303530, | |||
20120111736, | |||
20120261270, | |||
20130020191, | |||
20130081955, | |||
20130247363, | |||
20130285597, | |||
20140021039, | |||
20140021062, | |||
20140021063, | |||
20150093660, | |||
20150284860, | |||
AU2013333673, | |||
CA2030970, | |||
EP2909361, | |||
JP2002206182, | |||
JP2008533304, | |||
WO2005106076, | |||
WO2006097770, | |||
WO2008118589, | |||
WO2011163005, | |||
WO2013155691, | |||
WO2013156691, | |||
WO2014012185, | |||
WO9429496, |
Executed on | Assignor | Assignee | Conveyance | Frame | Reel | Doc |
Feb 23 2015 | WHITMORE, DAVID | Vector Corrosion Technologies Ltd | ASSIGNMENT OF ASSIGNORS INTEREST SEE DOCUMENT FOR DETAILS | 061225 | /0779 | |
Mar 09 2015 | SERGI, GEORGE | Vector Corrosion Technologies Ltd | ASSIGNMENT OF ASSIGNORS INTEREST SEE DOCUMENT FOR DETAILS | 061225 | /0779 | |
Mar 09 2015 | SENEVIRATNE, ATTANAYAKE MUDIYANSELAGE GAMINI | Vector Corrosion Technologies Ltd | ASSIGNMENT OF ASSIGNORS INTEREST SEE DOCUMENT FOR DETAILS | 061225 | /0779 | |
Jun 23 2022 | Vector Corrosion Technologies Ltd. | (assignment on the face of the patent) | / |
Date | Maintenance Fee Events |
Jun 23 2022 | BIG: Entity status set to Undiscounted (note the period is included in the code). |
Jun 24 2022 | SMAL: Entity status set to Small. |
Date | Maintenance Schedule |
Mar 26 2027 | 4 years fee payment window open |
Sep 26 2027 | 6 months grace period start (w surcharge) |
Mar 26 2028 | patent expiry (for year 4) |
Mar 26 2030 | 2 years to revive unintentionally abandoned end. (for year 4) |
Mar 26 2031 | 8 years fee payment window open |
Sep 26 2031 | 6 months grace period start (w surcharge) |
Mar 26 2032 | patent expiry (for year 8) |
Mar 26 2034 | 2 years to revive unintentionally abandoned end. (for year 8) |
Mar 26 2035 | 12 years fee payment window open |
Sep 26 2035 | 6 months grace period start (w surcharge) |
Mar 26 2036 | patent expiry (for year 12) |
Mar 26 2038 | 2 years to revive unintentionally abandoned end. (for year 12) |