- 迁移性阻锈剂:制备、性能及其在混凝土结构耐久性提升中的应用
- 刘志勇编著
- 2748字
- 2020-08-28 01:05:52
参考文献
[1] 张天胜.缓蚀剂[M].北京:化学工业出版社,2002.
[2] 魏宝明.金属腐蚀理论及应用[M].北京:化学工业出版社,2002.
[3] 张大全.气相缓蚀剂及其应用[M].北京:化学工业出版社,2007.
[4] Pyc W A,et al.Evaluating Corrosion-Inhibiting Admixtures.Concrete International,1999,(21):39-44.
[5] 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):94-101.
[6] Nmai C K,Krauss P D.Comparative evaluation of corrosioninhibiting chemical admixtures for reinforced concrete[J].SP-145,Proceedings of the Third CANMET/ACI International Conference on Durability of Concrete,Nice,France,ACI International,1994:245-262.
[7] Eydemant A,Ostrovski A B,Demidov,A M.Analysis of Diffusion Rate of Migrating Corrosion Inhibitor MCI 2000 in Concrete using Radioactive Isotope tagging Techniques[R].Institute of Construction Materials and Kurchatov Institute of Nuclear physics.Moscow,Russia 1993.
[8] 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,(4):5-7.
[9] GB 7173—87[S].
[10] 史美伦.混凝土阻抗谱.北京:中国铁道出版社,2003.
[11] 王佳,曹楚南.缓蚀剂理论与研究方法的进展[J].腐蚀科学与防护技术,1992,4(2):79-86.
[12] 屈钧娥.缓蚀剂界面行为与缓蚀机理的电化学及AFM研究[D].华中科技大学,2005.
[13] 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):965-969.
[14] 徐国华,Higas.OTS自组装单分子膜在玻璃表面形成过程的AFM研究[J].高等学校化学学报,2000,21(8):1257-1260.
[15] 朱苓.缓蚀剂缓蚀作用的研究方法[J].材料保护,1999(10):300-302.
[16] 丛恩同,张士国.缓蚀剂作用机理的量子化学研究[J].青岛大学学报,1998,11(1):90-93.
[17] Jian Fang,Jie L.i Quantum chemistry study on the relationship between molecular structure and corrosion inhibition efficiency of amides[J].Journal of Molecular Structure(Theochem),2002,(593)179-185.
[18] Luz Mar′a Rodr′guez-Valdez,Alberto Mart′nez-Villafan~e,Daniel Glossman-Mitnik.CHIH-DFT theoretical study of isomeric thiatriazoles and their potential activity as corrosion inhibitors[J].Journal of Molecular Structure,2005,(716):61-65.
[19] Behzad Bavarian,Lisa Reine.r IMPROVING DURABILITY OF REINFORCED CONCRETE STRUCTURES USING MIGRATING CORROSION IHIBITORS[R].MCI2020,California State University,Northridge,March 2003.
[20] Soylev T A.McNally C,Richardson M G.The effect of a new generation surface-applied organicinhibitor on concrete properties[R].Cement & Concrete Composites,2007.
[21] Elsener B.Migrating corrosion inhibitor blend for reinforced concrete:Part1-Prevention of corrosion[J].Corrosion,1999,55(12):1155-1163.
[22] Wombacher F,Maeder U,Marazzani B.Aminoalcohol based mixed corrosion inhibitors[M].Cem Concr Com,2004.
[23] Maeder U.A New Class of Corrosion Inhibitors for Reinforced Concrete[J].ACI Materials Journal,1997:215-232.
[24] Welle A,Liao J D,Kaiser K,Grunze M,Ma¨der U,Blank N.Interactions of N,N-dimethyl-aminoethanol with steel surfaces in alkaline and chlorine containing solution[J].Appl Surf Sci 1997,119:185-190.
[25] Jamil H E,Montemor M F,Boulif R,Shriri A,Ferreire M G S.An electrochemical and analytical approach to the inhibition mechanism of an amino-alcohol-based corrosion inhibitor for reinforced concrete[J].Electrochim Acta,2003,48:3509-3518.
[26] Charles K.Nma.i Multi- functional organic corrosion inhibitor[J].Cement & Concrete Composites,2004,26:199-207.
[27] Gaidis J M.Chemistry of corrosion inhibitors[J].Cem Concr Com,2004;26:181-189.
[28] Jamil H E,Shriri A,Boulif R,Montemor M F.Ferreire M G S.Corrosion behaviour of reinforcing steel exposed to an amino alcohol based corrosion inhibitor[J].Cem Concr Com,2005,27(6):671-678.
[29] Morlidge J R,Bigland D J,Sergi G,Badger S.A localized electrochemical investigation into the adsorption of amino-alcohol corrosion inhibitors to the surface of mild steel under simulated concrete pore solution conditions.In:International congress on advanced materials,their processes and applications.Munich,Germany;2000.
[30] Morris W,Va′zquez M.A migrating corrosion inhibitor evaluated in concrete containing various contents of admixed chlorides[J].Cement and Concrete Research,2002,32:259-267.
[31] Limaye R G,Angal R D,RadkeA S.Experimental studies on penetrating-type cor rosion inhibitor in reinforced concrete[J].Indian Concrete Journal.2000,(1):22-26.
[32] De Schutter G,Luo L.Effect of corrosion inhibiting admixtures on concrete properties[J].Construction and Building Materials 2004,18:483-489.
[33] Nmai C K,Krauss P D.Comparative evaluation of corrosioninhibiting chemical admixtures for reinforced concrete[J].SP-145,Proceedings of the Third CANMET/ACI International Conference on Durability of Concrete,Nice,France,ACI International,1994:245-262.
[34] Goodwin P D,Frantz G C,Stephens J E.PROTECTION OF REINFORCEMENT WITH CORROSION INHIBITORS,PHASE Ⅱ,Final Report[R].JHR 00-279 Project 96-2 Phase Ⅱ,December 2000.
[35] Trabanelli G,MonticelliT C,Grassi V,Frignani A,Electrochemical study on inhibitors of rebar corrosion in carbonated concrete[J].Cement and Concrete Research,2005,35:1804-1813.
[36] U.S.P.6048413.
[37] U.S.P.5037478.
[38] Abraham Ulman.Formation and Structure of Self-assembled Monolayer[J].Chem. Rev.,1996,(96):1533-1554.
[39] 刘娅莉,于占锋,周树学,等.自组装单分子膜技术在金属防护中的应用[J].涂料工业,2004,34(9):27-31.
[40] RuanChuan-Min,Bayer Thomas,Meth Sergio,et al.Creation and Characterization of n-Alkylthiol and n-Alkylamine Self-assembled Monolayers on 316LStainlessSteel[J].Thin Solid Films,2002,(419):95-104.
[41] Wei Gao,Lucy Dickinson,Christina Grozinger,et al.Self-assembled Monolayers of Alkylphosphonic Acid on Metal Oxides[J].Langmuir,1996,(12):6429-6435.
[42] HarmU,Burgler R,et al.Novel Protective Coatings for Steel Based on a Combination of Self-assembled Monolayers and Conducting Polymers[J].Macro Symp,2002,(187):65-75.
[43] 马洪芳,项东,孙华,等.自组装单分子膜技术及金属腐蚀与防护[J].山东建筑大学学报,2004,19(3):86-89.
[44] 史美伦著.混凝土阻抗谱[M].北京:中国铁道出版社,2003.
[45] 储炜,史苑芗.钢筋在混凝土模拟孔溶液及水泥净浆中的腐蚀电化学行为[J].膜科学与技术,1995(3):14-19.
[46] 周华林,望树岑.一种新型渗透、迁移、复合型钢筋阻锈剂[J].公路,2002(1):97-104.
[47] 张建标,吴力平.MuCis(R)系列阻锈剂对钢筋混凝土结构耐久性的作用[J].浙江建筑,2011,28(4):71-75.
[48] 屈文俊,王哲,温华杰.迁移型阻锈剂对碳化混凝土耐久性的维护作用[J].建筑科学与工程学报,2011,28(3):1-8.
[49] 张大全,安仲勋,潘庆谊等.吗啉多元胺对混凝土钢筋的阻锈作用[J].材料保护,2004,37(8):4-6.
[50] 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,(4):5-7.
[51] 贺奎,王二坡,王万金等.AMCI迁移型防腐阻锈剂的性能研究[J].混凝土,2010,(8):61-63.
[52] 杨长辉,张航,欧忠文等.适用于海水海砂混凝土的阻锈剂[J].混凝土,2010,(11):69-72.
[53] 唐修生,黄国泓,祝烨然.迁移型钢筋阻锈剂试验研究[J].混凝土,2011,(9):56-58.
[54] 黄莹,张小冬,金怀林.有机复合迁移型钢筋阻锈剂性能试验研究[J].施工技术,2012,41(4):74-76.
[55] 李遵云,杨林,屠柳青.新型迁移型钢筋阻锈剂对混凝土耐久性能的影响[J].新型建筑材料,2014,41(3):9-12.
[56] 陈明实.钢筋阻锈剂作用机理及效果研究[D].内蒙古科技大学,2015.
[57] 施厚军,耿欧,刘颖凤.氯盐环境下已锈蚀钢筋混凝土修复效果研究[J].施工技术,2015(3):72-75.
[58] 刘志勇,缪昌文,周伟玲等.迁移性阻锈剂及其在混凝土耐久性保持和提升中的作用[J].硅酸盐学报,2008,36(10):1494-1500.
[59] 刘志勇,缪昌文,孙伟.迁移性阻锈剂对氯盐污染混凝土耐久性的影响——电化学性能与渗透浓度前锋线(英文)[J].硅酸盐学报,2009,37(07):1254-1260.
[60] 刘志勇,缪昌文,孙伟.迁移性阻锈剂对氯盐污染钢筋混凝土耐久性的影响(Ⅱ)——长期效果、形貌与机理分析(英文)[J].硅酸盐学报,2010,38(07):1323-1327.
[61] Yu L,Liu Z Y,Yang W B,et al.Adsorption and characterization of an organic corrosion inhibitor for inhibiting carbon steel corrosion in chloride solution[J]. Current Analytical Chemistry,2016,12(2):141-146.
[62] Liu Z Y,Yu L,Li Q Z.Synergic mechanism of an organic corrosion inhibitor for preventing carbon steel corrosion in chloride solution[J].Journal of Wuhan University of Technology,2015,30(2):325-330.
[63] 于蕾,刘志勇,左晓宝,迁移性阻锈剂在混凝土中的传输模型[J].硅酸盐学报,2014,42(11):1370-1376.
[64] Liu Z Y,Yu L,Wang Z X,et al.Modeling and experimental validation of MCI transport involving pore-blocking effect in cement-based materials[J].ASCE Journal of Materials in Civil Engineering,2015,http://dx.doi.org/10.1061/(ASCE)MT.1943-5533.0001455.
[65] 杨维斌,于蕾,刘志勇等.迁移性阻锈剂影响钢筋锈蚀速率的量化模型及应用[J].硅酸盐学报,2015,43(6):839-844.
[66] 刘志勇,王子潇,宋宁.迁移性阻锈剂的优化及渗透阻锈性能[J].硅酸盐学报,2016,44(3):481-486.
[67] Wang Z X,Yu L,Liu Z Y,et al,Effects of organic corrosion inhibitor and chloride ion concentration on steel depassivation and repassivation in solution[J].Journal of the Chinese Ceramic Society,2015(3):163-169.
[68] Liu Zhiyong,Wang Zixiao,Song Ning,Xiong Yuanliang.Quantitative Study on MCI Rehabilitating Steel Bars in Chloride-Contaminated Concrete Based on Inhibition and Transport Behaviors[J].J.Mater.Civ.Eng,2016,10.1061/(ASCE)MT.1943-5533.0001695,04016172.