混凝土中钢筋的腐蚀与缓蚀防护
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- 论文作者：冯丽娟 ; 杨怀玉 ; 王福会
- 年：2008
- 作者机构：中科院金属研究所金属腐蚀与防护国家重点实验室;
- 论文关键词：钢筋腐蚀 ; 缓蚀剂 ; 混凝土结构
- 会议召开时间：2008-07-01
- 会议录名称：第十五届全国缓蚀剂学术讨论会论文集
- 语种：中文
- 分类号：TU375
- 学会代码：ZGHA
- 会议名称：第十五届全国缓蚀剂学术讨论及应用技术经验交流会
- 会议地点：中国辽宁沈阳
- 主办单位：中国腐蚀与防护学会缓蚀剂专业委员会
- 学会名称：中国腐蚀与防护学会缓蚀剂专业委员会
- 页数：6
- 文件大小：553k
- 原文格式：O
- 会议级别：全国
摘要
概述了混凝土中钢筋腐蚀的危害、基本腐蚀过程,分析了影响腐蚀的关键因素,探讨了有关缓蚀剂技术在混凝土防护中的应用及未来的发展趋势。
引文
[1]Hyman A.E Inspection repair and rehabilitation of concrete structures due to corrosion[J].International Journal of Materials&Product Technology,2005.23(3~4):309-337.
[2]Asthana K K,A L K,Lakhani R.A novel interpenetrating polymer network coating for the protection of steel reinforcement in concrete[J].Cement and Concrete Research,1999,29:1 541~1 548.
[3]Cramer S D,B S C J,Bullard S J,et al.Corrosion prevention and remediation strategies for reinforced concrete coastal bridges[J].Cement&Concrete Composites,2002,24:101~117.
[4]Lorenzo F,Francesca A,Bonorab P L.The use of migrating corrosion inhibitors to repair motorways concrete structures contaminated by chlorides[J].Cement and Concrete Research,2005,35:551-661.
[5]Yunovich M,Thompson N G,Virmani Y P.Corrosion protection system for construction and rehabilitation of reinforced concrete bridges[J].International Journal of Materials&Product Technology,2005,23(3-4):269~285.
[6]Guettala A,Abibsi A.Corrosion degradation and repair of a concrete bridge[J].Materials and Structures,2006,39(4):471~478.
[7]Dhir R K,Jones M R.Development of chloride-resisting concrete using fly ash[J].Fuel,1999,78(2):137~142.
[8]梁晖.钢筋混凝土的腐蚀与亚硝酸钙的防护作用[J].材料开发与应用,2000,6(15):18~22.
[9]中国工程院《中国工业与自然环境腐蚀问题调查与对策》咨询报告.北京,2003.
[10]Ormellese M.Corrosion inhibitors for chlorides induced corrosion in reinforced concrete structures[J].Cement and Concrete Research,2006,36(3):536~547.
[11]Bohner E,Muller H S.Modelling of reinforcement corrosion-Investigations on the influence of shrinkage and creep on the development of concrete cracking in the early propagation stage of reinforcement corrosion[J].Materials and Corrosion-Werkstoffe Und Korrosion,2006,57(12):940~944.
[12]Maaddawy E,T,Soudki K,et al.Long-term performance of corrosion-damaged reinforced concrete beams[J].Aci Structural Journal,2005,102(5):649~656.
[13]Francois R.Long term corrosion behavior of reinforced concrete structures in chloride environnement[J].Journal De Physique Iv,2006,136:285-293.
[14]Park Z T.Development of a galvanic sensor system for detecting the corrosion damage of the steel embedded in concrete structure Part 2.Laboratory electrochemical testing of sensors in concrete[J].Cement and Concrete Research,2005,35(9):1814-1819.
[15]VuKAT,Stewart M G.Predicting the likelihood and extent of reinforced concrete corrosion-induced cracking[J].Journal of Structural Engineering-Asce,2005,131(11):1681~1 689.
[16]陈合成,葛培华,刘军.钢筋混凝土的腐蚀与防护[J].石油化工腐蚀与防护,2003,6(20):10~13.
[17]Liang M T,Lan J H.Reliability analysis for the existing reinforced concrete pile corrosion of bridge substructure[J].Cement and Concrete Research,2005,35(3):540~550.
[18]张曙光,王晓朋,李惠兰.钢筋腐蚀对预应力混凝土结构耐久性的影响[J].长春工程学院学报,2002,1(3):32~33.
[19]Zhang J,Lounis Z.Sensitivity analysis of simplified diffusion-based corrosion initiation model of concrete structures exposed to chlorides[J].Cement and Concrete Research,2006,36(7):1312-1323.
[20]Muralidharan S.Studies on the aspects of chloride ion determination in different types of concrete under macro-cell corrosion conditions[J].Building and Environment,2005,40(9):1 275~1281.
[21]Alonso C.Chloride threshold values to depassivate reinforcing bars embedded in a standardized OPC mortar[J].Cement and Concrete Research,2000,30(7):1 047~1055.
[22]Yu H,Hartt W H.Effects of reinforcement and coarse aggregates on chloride ingress into concrete and time-to-corrosiori:Part 1-Spatial chloride distribution and implications[J].Corrosion,2007.63(9):843~849.
[23]Class G K,N R B.The presentation of the chloride threshold level for corrosion of steel in concrete[J].Corrosion Science,1997(5):39.
[24]Thomas M.Chloride Thresholds in marine concrete[J].Cement and Concrete Research,1996,4(26):513~519.
[25]Garces P.Effect of nitrite in corrosion of reinforcing steel in neutral and acid solutions simulating the electrolytic environments of micropores concrete in the propagation period[J].Corrosion Science,2007,In Press Corrected Proof;7512.
[26]Kondratova I L,Montes P,Bremner T W.Natural marine exposure results for reinforced concrete slabs with corrosion inhibitors[J].Cement and Concrete Composites,2003,25(4~5):483~490.
[27]Asthana K K,L K A,Lakhani R.A novel interpenetrating polymer network coating for the protection of steel reinforcement in concrete[J].Cement and Concrete Research,1999,29:1541~1 548.
[28]Dantan N.Development of an optical pH sensor for early detection of danger of corrosion in steel-reinforced concrete structures[J].Tm-Technisches Messen,2007,74(4):211-216.
[29]Singh D D N,G R.Electroless nickel-phosphorus coatings to protect steel reinforcement bars from chloride induced corrosion[J].Surface&Coatings Technology,2005.
[30]冷发光.高性能混凝土渗透性和耐久性及评价方法研究[J].低温建筑技术,2000(4):3.
[31]Chen S F.The corrosion fatigue properties of high performance concrete[J].Journal of Wuhan University of Technology-Materials Science Edition,2005,20(2):119~122.
[32]Kayali 0,Zhu B.Chloride induced reinforcement corrosion in lightweight aggregate high-strength fly ash concrete[J].Construction and Building Materials,2005,19(4):327~336.
[33]Scott A,Alexander M G.The influence of binder type,cracking and cover on corrosion rates of steel in chloridecontaminated concrete[J].Magazine of Concrete Research,2007,59(7):495~505.
[34]Qian S Y,Zhang J Y,Qu D Y.Theoretical and experimental study of microcell and macrocell corrosion in patch repairs of concrete structures[J].Cement&Concrete Composites,2006,28(8):685~695.
[35]丁威,冷发光,王宇杰.格尔木盐湖地区地下基础混凝土分析评价和应用措施[J].混凝土,2005,7(189):6.
[36]冯乃谦,顾晴霞,郝挺宇.混凝土结构的裂缝与对策[M].北京:机械工业出版社,2006.
[37]Nmai C K.Multi-functional organic corrosion inhibitor[J].Cement&Concrete Composites,2004,26:199~207.
[38]朱城霞,李增理.工业材料的微生物腐蚀[J].腐蚀与防护,1999.10(20):10.
[39]Saraswathy V,Song H W.Corrosion performance of fly ash blended cement concrete;A state-of-art review[J].Corrosion Reviews,2006,24(1~2):87~122.
[40]Song H W,Saraswathy V.Studies on the corrosion resistance of reinforced steel in concrete with ground granulated blast-furnace slag-An overview[J].Journal of Hazardous Materials,2006,138(2):226~233.
[41]Ahmed S F U,Maalej M,Mihashi H.Cover cracking of reinforced concrete beams due to corrosion of steel[J].Aci Materials Journal,2007,104(2):153~161.
[42]Bertolini L,M G,MariaPia P.Prevention of steel corrosion in concrete exposed to seawater with submerged sacrificial anodes[J].Corrosion Science,2002(4):17.
[43]Glass G K,A M H,Buenfeld N R.Cathodic protection afforded by an intermittent current applied to reinforced concrete[J].Corrosion Science,2001,43:1 111-1 131.
[44]李森林,蔡伟成,葛保中,等.电化学脱盐防腐技术的室内试验研究[J].水利水运工程学报,2001(3):10.
[45]李金桂,吴再恩.防腐蚀表面工程技术[M].北京:化学工业出版社,2002.
[46]Cheng A.Effect of rebar coating on corrosion resistance and bond strength of reinforced concrete[J].Construction and Building Materials,2005,19(5):404~412.
[47]Singh D D N,R G.Electroless nickel-phosphorus coatings to protect steel reinforcement bars from chloride induced corrosion[J].Surface&Coatings Technology,2005.
[48]Soylev T A,Richardson M G.Corrosion inhibitors for steel in concrete:State-of-the-art report[J].Construction and Building Materials,2006,In Press Corrected Proof:472.
[49]Vishnudevan M,Thangavel K.Evaluation of organic based corrosion inhibiting admixtures for reinforced concrete[J].Anti-Corrosion Methods and Materials,2006,53(5):271~276.
[50]Batis G,P P,Routoulas A.Corrosion protection investigation of reinforcement by inorganic coating in the presence of alkanolamine-based inhibitor[J].Cement&Concrete Composites,2003,25L 371~377.
[51]Ngala V T,Page C L,Page M M.Corrosion inhibitor systems for remedial treatment of reinforced concrete.Part 2:sodium monofluorophosphate[J].Corrosion Science,2003,45(7):1 523~1537.
[52]Corsaw,C M D,M J T.A time-release technique for corrosion prevention[J].Cement and Concrete Research,1998,8(28):8.
[53]Sawada S,Page C L,Page M M.Electrochemical injection of organic corrosion inhibitors into concrete[J].Corrosion Science,2005,47(8):2 063~2 078.
[54]Ajavon A,Worsley J,Handwerker T S.Development of renewable,biologically based corrosion inhibitors for use in protecting rebar in concrete[J].Hortscience,2007,42(4):989~990.
[55]Soylev T A,McNally C,Richardson M.Effectiveness of amino alcohol-based surface-applied corrosion inhibitors in chloride-contaminated concrete[J].Cement and Concrete Research,2007,37(6):972~977.
[56]Bolzoni F.Corrosion inhibitors in reinforced concrete structures Part 2-Repair system[J].Corrosion Engineering Science and Technology,2006,41(3):212~220.
[57]Sheban M.Effect of benzotriazole derivatives on the corrosion of steel in simulated concrete pore solutions[J].Anti-Corrosion Methods and Materials,2007,54(3):135~147.
[2]Asthana K K,A L K,Lakhani R.A novel interpenetrating polymer network coating for the protection of steel reinforcement in concrete[J].Cement and Concrete Research,1999,29:1 541~1 548.
[3]Cramer S D,B S C J,Bullard S J,et al.Corrosion prevention and remediation strategies for reinforced concrete coastal bridges[J].Cement&Concrete Composites,2002,24:101~117.
[4]Lorenzo F,Francesca A,Bonorab P L.The use of migrating corrosion inhibitors to repair motorways concrete structures contaminated by chlorides[J].Cement and Concrete Research,2005,35:551-661.
[5]Yunovich M,Thompson N G,Virmani Y P.Corrosion protection system for construction and rehabilitation of reinforced concrete bridges[J].International Journal of Materials&Product Technology,2005,23(3-4):269~285.
[6]Guettala A,Abibsi A.Corrosion degradation and repair of a concrete bridge[J].Materials and Structures,2006,39(4):471~478.
[7]Dhir R K,Jones M R.Development of chloride-resisting concrete using fly ash[J].Fuel,1999,78(2):137~142.
[8]梁晖.钢筋混凝土的腐蚀与亚硝酸钙的防护作用[J].材料开发与应用,2000,6(15):18~22.
[9]中国工程院《中国工业与自然环境腐蚀问题调查与对策》咨询报告.北京,2003.
[10]Ormellese M.Corrosion inhibitors for chlorides induced corrosion in reinforced concrete structures[J].Cement and Concrete Research,2006,36(3):536~547.
[11]Bohner E,Muller H S.Modelling of reinforcement corrosion-Investigations on the influence of shrinkage and creep on the development of concrete cracking in the early propagation stage of reinforcement corrosion[J].Materials and Corrosion-Werkstoffe Und Korrosion,2006,57(12):940~944.
[12]Maaddawy E,T,Soudki K,et al.Long-term performance of corrosion-damaged reinforced concrete beams[J].Aci Structural Journal,2005,102(5):649~656.
[13]Francois R.Long term corrosion behavior of reinforced concrete structures in chloride environnement[J].Journal De Physique Iv,2006,136:285-293.
[14]Park Z T.Development of a galvanic sensor system for detecting the corrosion damage of the steel embedded in concrete structure Part 2.Laboratory electrochemical testing of sensors in concrete[J].Cement and Concrete Research,2005,35(9):1814-1819.
[15]VuKAT,Stewart M G.Predicting the likelihood and extent of reinforced concrete corrosion-induced cracking[J].Journal of Structural Engineering-Asce,2005,131(11):1681~1 689.
[16]陈合成,葛培华,刘军.钢筋混凝土的腐蚀与防护[J].石油化工腐蚀与防护,2003,6(20):10~13.
[17]Liang M T,Lan J H.Reliability analysis for the existing reinforced concrete pile corrosion of bridge substructure[J].Cement and Concrete Research,2005,35(3):540~550.
[18]张曙光,王晓朋,李惠兰.钢筋腐蚀对预应力混凝土结构耐久性的影响[J].长春工程学院学报,2002,1(3):32~33.
[19]Zhang J,Lounis Z.Sensitivity analysis of simplified diffusion-based corrosion initiation model of concrete structures exposed to chlorides[J].Cement and Concrete Research,2006,36(7):1312-1323.
[20]Muralidharan S.Studies on the aspects of chloride ion determination in different types of concrete under macro-cell corrosion conditions[J].Building and Environment,2005,40(9):1 275~1281.
[21]Alonso C.Chloride threshold values to depassivate reinforcing bars embedded in a standardized OPC mortar[J].Cement and Concrete Research,2000,30(7):1 047~1055.
[22]Yu H,Hartt W H.Effects of reinforcement and coarse aggregates on chloride ingress into concrete and time-to-corrosiori:Part 1-Spatial chloride distribution and implications[J].Corrosion,2007.63(9):843~849.
[23]Class G K,N R B.The presentation of the chloride threshold level for corrosion of steel in concrete[J].Corrosion Science,1997(5):39.
[24]Thomas M.Chloride Thresholds in marine concrete[J].Cement and Concrete Research,1996,4(26):513~519.
[25]Garces P.Effect of nitrite in corrosion of reinforcing steel in neutral and acid solutions simulating the electrolytic environments of micropores concrete in the propagation period[J].Corrosion Science,2007,In Press Corrected Proof;7512.
[26]Kondratova I L,Montes P,Bremner T W.Natural marine exposure results for reinforced concrete slabs with corrosion inhibitors[J].Cement and Concrete Composites,2003,25(4~5):483~490.
[27]Asthana K K,L K A,Lakhani R.A novel interpenetrating polymer network coating for the protection of steel reinforcement in concrete[J].Cement and Concrete Research,1999,29:1541~1 548.
[28]Dantan N.Development of an optical pH sensor for early detection of danger of corrosion in steel-reinforced concrete structures[J].Tm-Technisches Messen,2007,74(4):211-216.
[29]Singh D D N,G R.Electroless nickel-phosphorus coatings to protect steel reinforcement bars from chloride induced corrosion[J].Surface&Coatings Technology,2005.
[30]冷发光.高性能混凝土渗透性和耐久性及评价方法研究[J].低温建筑技术,2000(4):3.
[31]Chen S F.The corrosion fatigue properties of high performance concrete[J].Journal of Wuhan University of Technology-Materials Science Edition,2005,20(2):119~122.
[32]Kayali 0,Zhu B.Chloride induced reinforcement corrosion in lightweight aggregate high-strength fly ash concrete[J].Construction and Building Materials,2005,19(4):327~336.
[33]Scott A,Alexander M G.The influence of binder type,cracking and cover on corrosion rates of steel in chloridecontaminated concrete[J].Magazine of Concrete Research,2007,59(7):495~505.
[34]Qian S Y,Zhang J Y,Qu D Y.Theoretical and experimental study of microcell and macrocell corrosion in patch repairs of concrete structures[J].Cement&Concrete Composites,2006,28(8):685~695.
[35]丁威,冷发光,王宇杰.格尔木盐湖地区地下基础混凝土分析评价和应用措施[J].混凝土,2005,7(189):6.
[36]冯乃谦,顾晴霞,郝挺宇.混凝土结构的裂缝与对策[M].北京:机械工业出版社,2006.
[37]Nmai C K.Multi-functional organic corrosion inhibitor[J].Cement&Concrete Composites,2004,26:199~207.
[38]朱城霞,李增理.工业材料的微生物腐蚀[J].腐蚀与防护,1999.10(20):10.
[39]Saraswathy V,Song H W.Corrosion performance of fly ash blended cement concrete;A state-of-art review[J].Corrosion Reviews,2006,24(1~2):87~122.
[40]Song H W,Saraswathy V.Studies on the corrosion resistance of reinforced steel in concrete with ground granulated blast-furnace slag-An overview[J].Journal of Hazardous Materials,2006,138(2):226~233.
[41]Ahmed S F U,Maalej M,Mihashi H.Cover cracking of reinforced concrete beams due to corrosion of steel[J].Aci Materials Journal,2007,104(2):153~161.
[42]Bertolini L,M G,MariaPia P.Prevention of steel corrosion in concrete exposed to seawater with submerged sacrificial anodes[J].Corrosion Science,2002(4):17.
[43]Glass G K,A M H,Buenfeld N R.Cathodic protection afforded by an intermittent current applied to reinforced concrete[J].Corrosion Science,2001,43:1 111-1 131.
[44]李森林,蔡伟成,葛保中,等.电化学脱盐防腐技术的室内试验研究[J].水利水运工程学报,2001(3):10.
[45]李金桂,吴再恩.防腐蚀表面工程技术[M].北京:化学工业出版社,2002.
[46]Cheng A.Effect of rebar coating on corrosion resistance and bond strength of reinforced concrete[J].Construction and Building Materials,2005,19(5):404~412.
[47]Singh D D N,R G.Electroless nickel-phosphorus coatings to protect steel reinforcement bars from chloride induced corrosion[J].Surface&Coatings Technology,2005.
[48]Soylev T A,Richardson M G.Corrosion inhibitors for steel in concrete:State-of-the-art report[J].Construction and Building Materials,2006,In Press Corrected Proof:472.
[49]Vishnudevan M,Thangavel K.Evaluation of organic based corrosion inhibiting admixtures for reinforced concrete[J].Anti-Corrosion Methods and Materials,2006,53(5):271~276.
[50]Batis G,P P,Routoulas A.Corrosion protection investigation of reinforcement by inorganic coating in the presence of alkanolamine-based inhibitor[J].Cement&Concrete Composites,2003,25L 371~377.
[51]Ngala V T,Page C L,Page M M.Corrosion inhibitor systems for remedial treatment of reinforced concrete.Part 2:sodium monofluorophosphate[J].Corrosion Science,2003,45(7):1 523~1537.
[52]Corsaw,C M D,M J T.A time-release technique for corrosion prevention[J].Cement and Concrete Research,1998,8(28):8.
[53]Sawada S,Page C L,Page M M.Electrochemical injection of organic corrosion inhibitors into concrete[J].Corrosion Science,2005,47(8):2 063~2 078.
[54]Ajavon A,Worsley J,Handwerker T S.Development of renewable,biologically based corrosion inhibitors for use in protecting rebar in concrete[J].Hortscience,2007,42(4):989~990.
[55]Soylev T A,McNally C,Richardson M.Effectiveness of amino alcohol-based surface-applied corrosion inhibitors in chloride-contaminated concrete[J].Cement and Concrete Research,2007,37(6):972~977.
[56]Bolzoni F.Corrosion inhibitors in reinforced concrete structures Part 2-Repair system[J].Corrosion Engineering Science and Technology,2006,41(3):212~220.
[57]Sheban M.Effect of benzotriazole derivatives on the corrosion of steel in simulated concrete pore solutions[J].Anti-Corrosion Methods and Materials,2007,54(3):135~147.