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  4. 钢筋混凝土结构中阴极保护技术的应用现状及研究进展

材料保护, 2003, 36(4): 11-14. doi: 10.3969/j.issn.1001-1560.2003.04.004

钢筋混凝土结构中阴极保护技术的应用现状及研究进展

杜荣归 1, , 黄若双 2, , 赵冰 3, , 胡融刚 4, , 林昌健 5,

1.厦门大学化学系,固体表面物理化学国家重点实验室,福建,厦门,361005

2.厦门大学化学系,固体表面物理化学国家重点实验室,福建,厦门,361005

3.厦门大学化学系,固体表面物理化学国家重点实验室,福建,厦门,361005

4.厦门大学化学系,固体表面物理化学国家重点实验室,福建,厦门,361005

5.厦门大学化学系,固体表面物理化学国家重点实验室,福建,厦门,361005

基金项目:   福建省自然科学基金(E0210006)  

关键词： 钢筋混凝土 , 钢筋 , 腐蚀 , 阴极保护

Application and Development of Cathodic Protection in Reinforced Concrete Structures

综述了电化学阴极保护在混凝土中钢筋防腐蚀的应用及其进展,着重评述了外加电流阴极保护法中阳极系统的应用现状及研究方向.

参考文献

[1] 洪乃丰.盐与钢筋腐蚀[A].台湾:成功大学,2000:21-26.
[2] Mehta P K.Concrete durability-fifty years progress[A].ACI SP,1991:1-31.
[3] Chee Burm Shin;Eun Kyum Kim .Modeling of chloride ion ingress in coastal concrete[J].Cement and Concrete Research,2002(5):757-762.
[4] Li L;Sagues A A .Chloride corrosion threshold of reinforcing steel in alkaline solution-cyclic polarization behavior[J].Corrosion,2002,58(04):304-316.
[5] Vinod Kumar .Protection of steel reinforcement for concrete-A rev iew[J].Corrosion Reviews,1998,16(04):317-358.
[6] Luca Bertolini;Pietro Pedeferri .LABORATORY AND FIELD EXPERIENCE ON THE USE OF STAINLESS STEEL TO IMPROVE DURABILITY OF REINFORCED CONCRETE[J].Corrosion reviews,2002(1/2):129-152.
[7] M.A.Sanchez;L.A.Parra;O.A.Perez .ELECTROLESS NICKEL COATING FOR REINFORCING STEEL IN CHLORIDE CONTAMINATED CONCRETE[J].Corrosion reviews,2001(2):105-118.
[8] S. Erdogdu;T.W. Bremner;I.L. Kondratova .Accelerated testing of plain and epoxy-coated reinforcement in simulated seawater and chloride solutions[J].Cement and Concrete Research,2001(6):861-867.
[9] W.H. Hartt .Analytical Evaluation of Galvanic Anode Cathodic Protection Systems for Steel in Concrete[J].Corrosion: The Journal of Science and Engineering,2002(6):513-518.
[10] J. Mietz;J. Fischer;B. Isecke .Cathodic protection of steel-reinforced concrete structures - results from 15 years' experience[J].Materials Performance,2001(12):22-26.
[11] G.R. Holcomb;B.S. Covino .Humectant Use in the Cathodic Protection of Reinforced Concrete[J].Corrosion: The Journal of Science and Engineering,2000(11):1140-1157.
[12] A.M. Hassanein;G.K. Glass;N.R. Buenfeld .Protection current distribution in reinforced concrete cathodic protection Systems[J].Cement & concrete composites,2002(1):159-167.
[13] Glass G K;Hassanein A M;Buenfeld N R .[J].Cathodic protection afforded by an intermittent current applied to reinforced concrete Corrosion Science,2001,43(06):1111-1131.
[14] Parthiban G T;Saraswathy V;Rengaswamy N S .Cathodic protection of concrete structures using magnesium alloy anode[J].Bulletin of Electrochemistry,2000,16(06):253-257.
[15] A. M. Hassanein;G. K. Glass;N. R. Buenfeld .Effect of intermittent cathodic protection on chloride and hydroxyl concentration profiles in reinforced concrete[J].British Corrosion Journal,1999(4):254-261.
[16] P. Chess;D. Jakobsen;R. Lawrence;J. Godfrey .Cathodic protection of reinforced concrete swimming pools[J].Insight: Non-Destructive Testing and Condition Monitoring,2000(1):29-33.
[17] L. Bertolini;F. Bolzoni;P. Pedeferri;L. Lazzari;T. Pastore .Cathodic protection and cathodic prevention in concrete: principles and applications[J].Journal of Applied Electrochemistry,1998(12):1321-1331.
[18] W. Morris;M. Vazquez .A migrating corrosion inhibitor evaluated in concrete containing various contents of admixed chlorides[J].Cement and Concrete Research,2002(2):259-267.
[19] Amara Loulizi;L. Al-Qadi;Brian K. Diefenderfer .Effects of Nitrite-Based Corrosion Inhibitor on Concrete's Rapid Chloride permeability Values and its Dielectric Properties[J].ACI materials journal,2000(4):465-471.
[20] G.Batis;P.Pantazopoulou;A.Routoulas .Synergistic effect of corrosion inhibitor and inorganic coating on reinforcement corrosion[J].Anti-Corrosion Methods and Materials,2001(2):107-115.
[21] Miguel Angel Sanjuan;Cesar del Olmo .Carbonation resistance of one industrial mortar used as a concrete coating[J].Building and Environment,2001(8):949-953.
[22] Cheng Qi,GENG Guisheng,LUO Feng,WU Sanyu,ZHAO Dalin.A New Type Anticorrosion Coating for Ocean Reinforced Concrete Structures[J].中国海洋工程(英文版),2000(03):385-390.
[23] C. Vipulanandan;Jie Liu .Glass-fiber mat-reinforced epoxy coating for concrete in sulfuric acid environment[J].Cement and Concrete Research,2002(2):205-210.
[24] 许世力.用于钢筋混凝土构筑物阴极保护中的导电油漆[J].材料保护,1994(10):14.
[25] HongDH;Fan W G;Luo D K et al.Study and application of impressed cu rrent cathodic protection technique for atmospherically exposed salt-contaminat ed reinforced concrete structures[J].ACI Materials Journal,1993,90(01):3-7.
[26] Bertolini L;Gastaldi M;Pedeferri M et al.Prevention of steel corrosion in concrete exposed to seawater with submerged sacrificial anodes[J].Corrosion Science,2002,44(07):1497-1513.
[27] D. L. Leng .Zinc mesh cathodic protection systems[J].Materials Performance,2000(8):28-33.
[28] Benedict R L;Ott J G;Marshall D H et al.Cathodic protection of prest ressed concrete cylinder pipe utilizing zinc anodes[J].Materials Performance,1997,36(05):12-16.
[29] S. F. Daily;K. Kendell .Cathodic protection of new reinforced concrete structures in aggressive environments[J].Materials Performance,1998(10):19-25.
[30] 李枝河;陈淑仪.阴极防蚀法在新建结构物的应用[A].台湾:成功大学,2000:699-704.
[31] Cathodic protection of reinforced concrete[J].British Corrosion Journal,1995(1):8-9.
[32] B. S. Covino Jr.;S. J. Bullard;G. R. Holcomb;W. K. Collins;G. E. McGili;S. D. Cramer .Thermal spray anodes for impressed current cathodic protection of reinforced concrete structures[J].Materials Performance,1999(1):27-33.
[33] Clemena G G;Jackson D R .Long-term performance of conductive-paint an odes in cathodic protection systems for inland concrete piers in Virginia[J].Maintenance and Management of Bridge Structures,1998,1642:43-50.
[34] Green W K;Ali M G;McGee R W .Five year performance of a wharf concrete cathodic protection system in Australia[J].Arabian Journal for Science and Engineering,1999(24):229-242.
[35] Kessler R J;Powers R G .Conductive rubber as a impressed current anode cathodic protection of steel-reinforced concrete[J].Materials Performance,1989,28(09):24-28.
[36] Brousseau R J;Pye G B .Proprietary and carbon fiber modified overlays in the cathodic protection of reinforced concrete[J].ACI Materials Journal,1997,94(04):306-310.
[37] S. D. Cramer;B. S. Covino;Jr.;G. R. Holcomb;S. J. Bullard;W. K. Collins;R. D. Govier;R. D. Wilson;H.M.Laylor .Thermal sprayed titanium anode for cathodic protection of reinforced concrete bridges[J].Journal of Thermal Spray Technology,1999(1):133-145.
[38] S. C. Hall .Cathodic protection criteria for prestressed concrete pipe -- An update[J].Materials Performance,1998(11):14-21.
[39] NACE standard RP0290-1990.Cathodic Protection of Reinforcing steel:Atmos pherically Exposed Concrete Structures[S].Houston,TX:National Association of Corrosion Engineers,1990.
[40] Gareth K. Glass;Alaa M. Hassanein;Nick R. Buenfeld .CP CRITERIA FOR REINFORCED CONCRETE IN MARINE EXPOSURE ZONES[J].Journal of Materials in Civil Engineering,2000(2):164-171.
[41] Enos D G;Williams A J;Clemena G G et al.Impressed-current cathodic protection of steel reinforced concrete filings:Protection criteria and the thr eshold for hydrogen embrittlement[J].CORROSION,1998,54(05):389-402.
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