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2008, 10, No.234 1494-1500
迁移性阻锈剂对混凝土结构耐久性的保持和提升作用
基金项目(Foundation): 交通部西部交通科技(2006zb12)项目;; 江苏省博士后基金(0701046B)资助项目。
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发布时间: 2008-10-15
出版时间: 2008-10-15
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摘要:

介绍了迁移性阻锈剂(migrating corrosion inhibitors,MCI)发展概况及其应用于混凝土结构耐久性保持与提升的意义,探讨了MCI的迁移机制与阻锈机理。提出了MCI分子结构与组成设计原理,认为MCI组成应以含有2个官能基团并能与钢筋配位形成平面性好的5元螯合环的小分子为主体,与具有多个活性吸附中心的不同蒸汽压的化合物复合构成。所制备的MCI不仅具有良好的迁移性能,而且在钢筋表面形成的吸附膜可较长期稳定,在此基础上引入修复组分和防水组分不仅能使氯盐环境下锈蚀钢筋再钝化,还可避免挥发性组分双向扩散,增强钢筋混凝土对环境变化的适应性。同时对MCI迁移能力表征与阻锈效能评价方法以及MCI应用于硬化混凝土表面涂敷和掺入到新拌混凝土时对钢筋混凝土性能影响的试验结果进行了评述,指出了MCI发展方向及其在混凝土结构耐久性保持和提升应用中需要解决的问题。

Abstract:

Development and background of migrating corrosion inhibitors (MCI) as well as the significance of maintenance and im-provement of durability in reinforced concrete structure using MCI are introduced. The transfer mechanism of MCI in concrete and the inhibition mechanism of steel bar corrosion are discussed. The design principle of the component and the molecule structure of MCI are suggested. A multiplex inhibitor mainly composed by small molecular ethanolamine having two functional groups and other various components having multi-center of active adsorption with different vapor pressure, which behaviours good migratory per-formance in concrete and long-term stability of film mainly chemisorbed onto the steel surface through the formation of planar five-membered chelate rings with the cation metal has been developed. The introduction of self-repair components and waterproofing components in the inhibitor may lead to the efficacy of repassivation of rusty steel bars in chloride condition and the avoidance of two-way proliferation of volatile components as well as the enhancement of adaptability to the environmental change of reinforced concrete. The token of migratory performance of MCI and appreciation methods of inhibiting efficiency as well as the application research results such as the effect on the durability of reinforced concrete with painting MCI on the hardened concrete surface and the properties of concrete with MCI admixture in the mix are reviewed. The development trend of MCI and the issues to be settled in application techniques of maintenance and improvement of durability of reinforced concrete using MCI are indicated.

参考文献

[1]ELSENER B,BUCHLER M,BOHNI H.Corrosion inhibitors for steel in concrete[A]//Proceedings of Eurocorr97,VolⅡ[C].Trondheim,Norway,European Federation of Corrosion,1997:469–474.

[2]徐永模.迁移性阻锈剂–钢筋混凝土阻锈剂的新发展[J].硅酸盐学报,2002,30(1):91–101.XU Yongmo.J Chin Ceram Soc(in Chinese),2002,30(1):91–101.

[3]王胜先,林薇薇,李悦.新型阻锈剂对钢筋混凝土阻锈作用影响—对电化学阻抗特性影响[J].建筑材料学报,2000,3(4):310–315.WANG Shengxian,LIN Weiwei,Li Yue.J Build Mater(in Chinese),2000,3(4):310–315.

[4]王胜先,林薇薇,张娟.新型阻锈剂对钢筋混凝土阻锈作用影响—对砂浆/钢筋界面特性和砂浆性能影响[J].建筑材料学报,2001,4(1):33–38.WANG Shengxian,LIN Weiwei,Zhang Juan.J Build Mater(in Chi-nese),2001,4(1):33–38.

[5]MIKSIC B A,MILLER R H.Fundamental principles of corrosion protection with vapor phase inhibitors[A]//5th European Symposium on Corrosion Inhibitors[C].European Federation of Corrosion,Italy,1980:1–20.

[6]KERN P,LANDOLT D,Adsorption of organic corrosion inhibitors on iron in the active and passive state-a replacement reaction between in-hibitor and water studied with the rotating quartz crystal microbalance[J].Electrochim Acta,2001,47(4):589–598.

[7]陈子熊编著.基础有机化学[M].北京:科学出版社,1986:179–189.CHEN Zhixiong.Fundamental Organic Chemistry[M].Beijing:Sci-ence Press,1986:179–189.

[8]董俊华,林海潮,曹楚南,等.软硬酸碱原理与缓释剂设计[J].抚顺石油学院学报,1995,15(4):43–45.DONG Junhua,LIN Haichao,CAO Chunan,et al.J Fushun Petro Ins(in Chinese),1995,15(4):42–46.

[9]EYDEMANT A,OSTROVSKI A B,DEMIDOV A M.Analysis of diffusion rate of migrating corrosion inhibitor MCI2000in concrete using radioactive isotope tagging techniques[R]//Insititute of Con-struction Materials and Kurchatov Institute of Nuclear Physics[C],Moscow,Russia,1993:20.

[10]赵曦,张小冬,周庆.迁移型钢筋阻锈剂渗透深度的XPS研究[J].混凝土与水泥制品,2004,138(4):5–7.ZHAO Xi,ZHANG Xiaodong,ZHOU Qin.Chin Concr Cem Prod(in Chinese),2004,138(4):5–7

[11]GB7173–87土壤全氮测定法(半微量开氏法)[S].北京:中国标准出版社,1987.GB7173–87Determination of Kjeldahl Nitrogen in Soil[S].Beijing:China Standard Press,1987.

[12]王佳,曹楚南,陈家坚.缓蚀剂理论与研究方法的进展[J].腐蚀科学与防护技术,1992,14(2):80–87.WANG Jia,CAO Chunan,CHEN Jiajian.Corr Sci Prot Technol(in Chinese),1992,14(2):80–87

[13]屈钧娥.缓蚀剂界面行为与缓蚀机理的电化学及AFM研究[D].武汉:华中科技大学,2005.QU Jun’e.Studies on the Interfacial Behavior and Inhibition Mecha-nism of Inhibitors by Electrochemical Methods and AFM(in Chinese,disseration).Wuhan:Huazhong University of Science and Technology,2005.

[14]胡艳玲,胡融刚,邵敏华,等.不锈钢钝化膜形成和破坏过程的原位ECSTM研究[J].金属学报,2001,37(9):965–970.HU Yanling,HU Ronggang,SHA Minhua,et al.Acta Metall Sin,2001,37(9):965–970.

[15]朱苓缓.蚀剂缓蚀作用的研究方法[J].腐蚀与防护,1999,20(7):300–303.ZHU Lingai.Corr Prot(in Chinese),1999,20(7):300–303.

[16]唐子龙,宋诗哲.有机缓蚀剂的量子化学研究[J].中国腐蚀与防护学报,1995,15(3):229–236.TANG Zilong,Song Shizhe.J Chin Soc Corr Prot(in Chinese),1995,15(3):229–236.

[17]颜肖慈,赵红,罗明道.金属缓蚀机理的量子化学研究现状与展望[J].自然杂志,1998,20(3):134–137.YAN Xiaoci,ZHAO Hong,LUO Mingdao.Chin J Nat(in Chinese),1998,20(3):134–137.

[18]KHALED K F,Molecular simulation,quantum chemical calculations and electrochemical studies for inhibition of mild steel by triazoles[J].Electrochim Acta,2008,53:3484–3492.

[19]BAVARIAN B,REINER L.The efficacy of using migrating corrosion inhibitors for reinforced concrete[R].Report–1137,California State University,Northridge,2004:2–17.

[20]S-YLEV T A,MCNALLY C,RICHARSON M G.The effect of a new generation surface-applied organic inhibitor on concrete properties[J].Cem Concr Com,2007,29(5):357–364.

[21]ELSENER B.Migrating corrosion inhibitor blend for reinforced concrete:Part1-Prevention of corrosion[J].Corrosion,1999,55(12):1155–1163.

[22]MAEDER U.A new class of corrosion inhibitors for reinforced con-crete[J].ACI Mater J,1996,SP163–10:215–232.

[23]WOMBACHER F,MAEDER U,MARAZZANI B.Aminoalcohol based mixed corrosion inhibitors[J].Cem Concr Com,2004,26(3):209–216.

[24]WELLE A,LIAO J D,KAISER K,et al.Interactions of N,N-dimethyl-aminoethanol with steel surfaces in alkaline and chlorine containing solution[J].Appl Surf Sci,1997,119(3):185–190.

[25]JAMIL H E,MONTEMOR M F,BOULIF R,et al.An electrochemical and analytical approach to the inhibition mechanism of an amino-al-cohol-based corrosion inhibitor for reinforced concrete[J].Electro-chim Acta,2003,48(23):3509–3518.

[26]NMAI C K,Multi-functional organic corrosion inhibitor[J].Cem Concr Com2004,26(3):199–207

[27]GAIDIS J M.Chemistry of corrosion inhibitors[J].Cem Concr Com,2004,26(3):181–189.

[28]JAMIL H E,SHRIRI A,BOULIF R,et al.Electrochemical behaviour of amino-alcohol based inhibitor used to control corrosion of reinforc-ing steel[J].Electrochim Acta,2004,49(17/18):2753–2760.

[29]JAMIL H E,SHRIRI A,BOULIF R,et al.Corrosion behaviour of reinforcing steel exposed to an amino alcohol based corrosion inhibitor[J].Cem Concr Com,2005,27(6):671–678.

[30]MORRIS W,VA′ZQUEZ M.A migrating corrosion inhibitor evaluated in concrete containing various contents of admixed chlorides[J].Cem Concr Res,2002,32(3):259–267.

[31]LIMAYE R G,ANGAL R D,RADKE A S.Experimental studies on penetrating-type corrosion inhibitor in reinforced concrete[J].Indian Concr J,2000(1):22–26.

[32]de SCHUTTER G,LUO L.Effect of corrosion inhibiting admixtures on concrete properties[J].Constr Build Mater,2004,18(4):483–489.

[33]JR A M,FRANTZ G C.Strength and durability of concrete containing salts of alkenyl-succinic acid[J].ACI Mater J,2001,98(1):52–58.

[34]GOODIN P D,FRANTZ G C,STEPHENS J E.Protection of protec-tion of reinforcement with corrosion inhibitors[R].JHR00–279Pro-ject96–2,The University of Connecticut and the Connecticut Depart-ment of Transportation,2000:87–110.

[35]TRABANELLI G,MONTICELLI T C,GRASSI V,et al.Electro-chemical study on inhibitors of rebar corrosion in carbonated concrete[J].Cem Concr Res,2005,35(9):1804–1813.

[36]OKAI T,OKUMURA Y,ODA M.Corrosion preventive pigment comprising a phosphate source,a vandiun ion source,and optionally,a network modifier and/or a glassy material[P].US Patent,50374781991–08–06.

[37]HAGER H E,JOHNSON C J,BLOHOWIAK K Y.Chromate-free protective coatings[P].US Patent,6077885,2000–6–20.

[38]MUNTEANU V F,KINNEY F D.Active steel repassivator for cor-roded steel in chloride contaminated reinforced concrete structures[P].US Patent,6740150.2004–5–25.

[39]杨学耕,陈慎豪.金属表面自组装缓蚀功能分子膜[J].化学进展,2003,15(2):123–128.YANG Xuegeng,CHEN Shenhao,MA Houyi1,et al.Prog Chem,2003,15(2):123–128.

[40]孔德生,万立骏,陈慎豪.金属表面缓蚀剂自组装单分子膜的STM研究进展[J].腐蚀与防护,2003,24(12):507–512.KONG Desheng,WAN Lijun,CHEN Shenzhong.Corrs Prot,2003,24(12):507–512.

[41]ABRAHAM U.Formation and structure of self-assembled monolayer[J].Chem Rev,1996,96:1533–1554.

[42]RUAN C M,BAYER T,METH S,et al.Creation and characterization of n-alkylthiol and n-alkylamine self-assembled monolayers on316L stainless steel[J].Thin Solid Films,2002,419:95–104.

[43]WEI Gao,LUCY D,CHRISTINA G,et al.Self-assembled monolayers of alkylphosphonic acid on metal oxides[J].Langmuir,1996,12:6429–6435.

基本信息:

中图分类号:TU528.042

引用信息:

[1]刘志勇,缪昌文,周伟玲,等.迁移性阻锈剂对混凝土结构耐久性的保持和提升作用[J].硅酸盐学报,2008,No.234(10):1494-1500.

基金信息:

交通部西部交通科技(2006zb12)项目;; 江苏省博士后基金(0701046B)资助项目。

发布时间:

2008-10-15

出版时间:

2008-10-15

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