钢筋混凝土中的钢筋受多种因素影响,所处的稳定环境被破坏时会遭受腐蚀,从而导致混凝土损坏.目前已有多种方法保护混凝土,使其免受或延缓腐蚀.电化学修复是一种新兴的技术,效果较好,作为钢筋混凝土结构修复的新方法以其独有的优点成为各国研究的热点.为此,主要就电化学修复的基本原理、应用、国内外研究现状作了评述,并根据研究中存在的问题提出了一些观点和建议,为后续的研究工作做参考.
参考文献
| [1] | 黄晋昌.混凝土及钢筋混凝土的腐蚀与防护[J].铁道工程学报,2000(03):99-104. |
| [2] | 侍毅斌.混凝土结构中钢筋的腐蚀与防护[J].科学之友,2008(02):23-25. |
| [3] | 阮广雄,刘国荣.钢筋混凝土结构中钢筋腐蚀的治理[J].四川建筑,2006(01):83-86. |
| [4] | 王琦,王萍,王世潜.钢筋混凝土桥的腐蚀及其防护[J].中国市政工程,2005(02):40-42. |
| [5] | 张敏.路桥工程中钢筋混凝土的腐蚀与防护[J].福建建材,2006(04):46-47. |
| [6] | 毕建波,丁铸,徐建芝.混凝土电化学防护与修复技术[J].中国建材科技,2007(03):1-5. |
| [7] | 赵善芬.钢筋混凝土结构的腐蚀及防护措施[J].水运工程,2006(08):44-48. |
| [8] | J.A. Gonzalez;J.M. Miranda;E. Otero;S. Feliu .Effect of electrochemically reactive rust layers on the corrosion of steel in a Ca(OH)_2 solution[J].Corrosion Science: The Journal on Environmental Degradation of Materials and its Control,2007(2):436-448. |
| [9] | 朱雅仙.碳化混凝土再碱化技术的研究[J].水运工程,2001(06):12-14,16. |
| [10] | 蒋正武.碳化混凝土结构电化学再碱化的研究进展[J].材料导报,2008(02):78-81. |
| [11] | 屈文俊,熊焱,张翔.碳化混凝土再碱化试验效果的机理分析[J].材料导报,2007(05):141-144. |
| [12] | 葛燕,朱锡昶.海洋环境钢筋混凝土的腐蚀和阴极保护技术[J].中国港湾建设,2004(03):28-30. |
| [13] | 钢筋混凝土构筑物电化学保护的新进展[J].腐蚀科学与防护技术,2000(05):303-307. |
| [14] | Velibasakis E E;Heuriksen S K;Whirmore D W.Chloride extraction and realk-alization of reinforced concrete stop steel corrosion[J].Performance of Constructed Facilities,1998(05):77 - 85. |
| [15] | Andrade C;Castellote M;Sarria J .Evolution of pore solution chemistry,electro-osmosis and rebar corroaion rate induced by realkalisation[J].Mater Struet,1999,32:427 -434. |
| [16] | 朱鹏,屈文俊.碳化混凝土再碱化控制理论研究的探讨[J].材料导报,2006(03):101-103. |
| [17] | 文国光.化学电源工艺学[M].北京:电子工业出版社,1994:400. |
| [18] | Gonzalez J A;Cobo A;Gonzalez M N .On the effectiveness of realkalization as a rehabilitation method for corroded reinforced concrete structures[J].Mater ＆ Corr,2000,51:97. |
| [19] | 张俊喜,杨吉,张铃松,熊焱,屈文俊,颜立成.碳化混凝土再碱化过程中钢筋在Ca（OH）2溶液中的电极过程[J].腐蚀与防护,2008(09):507-509,516. |
| [20] | G. Fajardo;G. Escadeillas;G. Arliguie .Electrochemical chloride extraction (ECE) from steel-reinforced concrete specimens contaminated by 'artificial' sea-water[J].Corrosion Science: The Journal on Environmental Degradation of Materials and its Control,2006(1):110-125. |
| [21] | Nzeribe M I;Brian B H;Carolyn M H .Structural shaped effect on rehabilitation of vertical concrete structures by ECE technique[J].Cement and Concrete Research,1996,26(01):165-172. |
| [22] | GarceaP;Sanchez de Rojas M J;Climent M A .Effeet of the reinforcement bar arrangement on the efficiency of electrochemical chloride removal technique applied to reinforced concrete structure[J].Corrosion Science,2006,48(03):531 - 540. |
| [23] | Herrera J C;Escadeillas G;Aliguie G .Electro-chemical chloride extraction:Influence of the cement on treatment efficiency[J].Cement and Concrete Research,2006,36(10):1 939 -1 945. |
| [24] | Siegwart M;Lyness J F;McFarland B J .The effect of electrochemical chloride extraction on per-stressed concrete[J].Construc Buolding Mater,2005,19(08):585-591. |
| [25] | 王新祥,文梓芸,曹华先,余其俊.混凝土结构物中钢筋腐蚀的检测与修复技术[J].广东土木与建筑,2006(03):3-6. |
| [26] | Page C L;Yu S W .Potential effect of electrochemical desalination of concrete on alkali-silica reaction[J].Magazine of Concrete Res,1995,170:23 - 32. |
| [27] | 吕忆农,朱雅仙,卢都友.电化学脱盐对混凝土碱集料反应的影响[J].南京工业大学学报(自然科学版),2002(06):35-39. |
| [28] | Marcotte T D;Hansson C M;Hope B B .The effect of the electrochemical chloride extraction on steel-reinforced mortar,Part Ⅰ:Electrochemical measurements[J].Cement and Concrete Research,1999,29(10):1 555. |
| [29] | J. C. Orellan;G. Escadeillas;G. Arliguie .Electrochemical chloride extraction: efficiency and side effects[J].Cement and Concrete Research,2004(2):227-234. |
| [30] | Ihekwaba N M;Hope B B;Hansson C M .Pull-out bond degradation of steel rebars in ECE concrete[J].Cement and Concrete Research,1996,26(02):267 - 276. |
| [31] | Swamy R N;Stephen M H .Effectiveness and structural implications of electrochemical chloride extraction from reinforced concrete beam[J].Cement and Concrete Compisites,2006,28(08):722-728. |
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