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第8期 金祖权等:碳化对混凝土中氯离子扩散的影响 .925. [3]Yu H F.Sun W.Yan L H,et al.Study on prediction of concrete threshold values of depassivate reinforcing bars embedded in chlo- service life I-.J Chin Ceram Soe.2002.30(6):686 ride contaminated concrete and carbonation service life prediction. (余红发,孙伟,累良慧,等.混凝土使用寿命预测方法研究 1 nd Constr,2005,35(10):50 I~Ⅲ.硅酸盐学报,2002,30(6):686) (刘志勇,孙伟,吕永高,等.含氯盐混凝土碳化过程钢筋锈 [4]Bary B.Sellier A.Coupled moisture:carbon dioxide calcium 蚀阀值与使用寿命预测.工业建筑,2005,35(10):50) transfer model for carbonation of concrete.Cem Concr Res, [10]Wang X Y.Li Z J.Study on development of service life predie- 2004,34:1859 tion of concrete.J Build Mater.1999.2(3):249 [5]Tumidajski PJ.Chan G W.Effect of sulfate and carbon dioxide (王新友,李宗津,混凝土使用寿命预测的研究进展。建筑材 on chloride diffusivity.Cem Concr Res,1996.26:551 料学报,1999,2(3):249) [6]GoniS.Guerrero A.Accelerated carbonation of Friedel's salt in [11]Mohammed T U.Hamada H.Relationship between free chlo- calcium aluminate cement paste.Cem Coner Res.2003.33:21 ride and total chloride contents in concrete.Cem Coner Res. [7]Liu JZ.A review of carbonation in reinforced concrete ()Mi- 2003(33):1487 gration of corrosive factors in concrete.Concrete,2006,195(1): [12]Cussler E L.Diffusion-Mass Transfer in Fluid System.Bei- 51 jing:Chemical Industry Press,2002 (柳俊哲,混凝土碳化研究与进展(3):腐蚀因子的迁移。混凝 (柯斯乐EL·扩散流体系统中的传质,北京:化学工业出 土,2006,195(1):51) 版社,2002) [8]Papadakis V G.Vaygenas C G.Fardis M N.Fundamental mod- [13]Suryavanshi A K,Scantlebury J D.Lvon S B.The binding of eling and experimental investigation of concrete carbonation.ACI chloride ions by sulphate resistant Portland cement.Cem Concr Mater1991.88(4):363 Res,1995,25(3):581 [9]Liu Z Y.Sun W.Lv Y G.et al.Research on [CI ]/[OH][3] Yu H F‚Sun W‚Yan L H‚et al.Study on prediction of concrete service life Ⅰ-Ⅲ.J Chin Ceram Soc‚2002‚30(6):686 (余红发‚孙伟‚鄢良慧‚等.混凝土使用寿命预测方法研究 Ⅰ~Ⅲ.硅酸盐学报‚2002‚30(6):686) [4] Bary B‚Sellier A.Coupled moisture:carbon dioxide-calcium transfer model for carbonation of concrete. Cem Concr Res‚ 2004‚34:1859 [5] Tumidajski P J‚Chan G W.Effect of sulfate and carbon dioxide on chloride diffusivity.Cem Concr Res‚1996‚26:551 [6] Goni S‚Guerrero A.Accelerated carbonation of Friedel’s salt in calcium aluminate cement paste.Cem Concr Res‚2003‚33:21 [7] Liu J Z.A review of carbonation in reinforced concrete (Ⅲ):Mi￾gration of corrosive factors in concrete.Concrete‚2006‚195(1): 51 (柳俊哲.混凝土碳化研究与进展(3):腐蚀因子的迁移.混凝 土‚2006‚195(1):51) [8] Papadakis V G‚Vaygenas C G‚Fardis M N.Fundamental mod￾eling and experimental investigation of concrete carbonation.ACI Mater J‚1991‚88(4):363 [9] Liu Z Y‚Sun W‚Lv Y G‚et al.Research on [Cl - ]/[OH - ] threshold values of depassivate reinforcing bars embedded in chlo￾ride contaminated concrete and carbonation service life prediction. Ind Constr‚2005‚35(10):50 (刘志勇‚孙伟‚吕永高‚等.含氯盐混凝土碳化过程钢筋锈 蚀阀值与使用寿命预测.工业建筑‚2005‚35(10):50) [10] Wang X Y‚Li Z J.Study on development of service life predic￾tion of concrete.J Build Mater‚1999‚2(3):249 (王新友‚李宗津.混凝土使用寿命预测的研究进展.建筑材 料学报‚1999‚2(3):249) [11] Mohammed T U‚Hamada H.Relationship between free chlo￾ride and total chloride contents in concrete.Cem Concr Res‚ 2003(33):1487 [12] Cussler E L.Dif f usion-Mass T ransfer in Fluid System.Bei￾jing:Chemical Industry Press‚2002 (柯斯乐 E L.扩散-流体系统中的传质.北京:化学工业出 版社‚2002) [13] Suryavanshi A K‚Scantlebury J D‚Lvon S B.The binding of chloride ions by sulphate resistant Portland cement.Cem Concr Res‚1995‚25(3):581 第8期 金祖权等: 碳化对混凝土中氯离子扩散的影响 ·925·
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