混凝土硫酸盐侵蚀与抗硫酸盐侵蚀对策研究综述
摘要
混凝土的硫酸盐侵蚀破坏是物理反应和化学反应两者相互作用的过程,本文从物理侵蚀和化学侵蚀两大方面概述了混凝土在硫酸盐环境下的侵蚀类型和机理,并指出目前常用的抗硫酸盐侵蚀的方法。
引文
[1]刘超,马忠诚.水泥混凝土硫酸盐侵蚀综述[J].材料导报A:综述篇,2013,4(27):67-71.
[2]杨全兵.硫酸钠盐结晶对混凝土破坏的影响[J].硅酸盐学报,2007,7(35):877-880.
[3]蒋林华.混凝土材料学(下)[M].南京:河海大学出版社,2006.
[4]薛君玕,吴中伟.膨胀和自应力水泥及其应用[M].北京:中国建筑工业出版社,1985.
[5]李士伟.桥用高性能混凝土制备及硫酸盐腐蚀研究[D].河海大学,2008.
[6]PaulD.Tennis,HamlinM.Jennings,A model for two types of calcium silicate hydrate in the microstructure of Portland cement pastes[J].Cement and Concrete Research,Pergamon,2000,7:855-869.
[7]敬相海,肖保怀,姜涵.大掺量粉煤灰水泥混凝土性能研究[J].混凝土,2002,(1):41-43
[8]R.Barbarulo,H.Peycelona,S.Prene,J.Marchand.Delayed ettringite formation symptoms onmortars induced by high temperature due to cement heat of hydration or late thermal cycle[J].Cementand Concrete Research,2005(35):125-131.
[9]S.O.Ekolu,M.D.A.Thomas,R.D.Hooton.Pessimum effect of externally applied chlorides onexpansion due to delayed ettringite formation:Proposed mechanism[J].Cement and Concrete Research,2006(36):688-696.
[10]莫祥银,卢都友.国外延迟性钙矾石反应研究进展及评述[J].混凝土,2000,7:6-10.
[11]Sadananda Sahu,NielsThaulow.Delayed ettringite formation in Swedish concrete railroad Ties[J].Cement and Concrete Research,2004(34):1675-1681.
[12]M.Collepardi.A state-of-the-art review on delayed ettringite attack on concrete[J].Cement&Concrete Composites,2003(25):401-407.
[13]RaphaelTixier.Modeling of Damage in cement-based materials subjected to external sulphate attack.Ⅱ:Comparison with experiments[J].Journal of Materials in Civil Engineering,2003:314-322.
[14]严福章,于明国,胡瑾.盐渍土中硫酸盐对混凝土造成侵蚀的机理综述[J].商品混凝土,2014(8):31-34.
[15]韩宇栋,张君,高原.混凝土抗硫酸盐侵蚀研究评述[J].混凝土,2001(1):52-56.
[16]亢景富.混凝土硫酸盐侵蚀研究中的几个基本问题[J].混凝土,1995,(6):9-18.
[17]刘秉京.混凝土技术第二版[M].北京:人民交通出版社,2004.
[18]张磊,杨鼎宜.混凝土硫酸盐侵蚀过程及主要产物研究[J].混凝土与水泥制品,2006,12(6):19-22.
[19]胡波,杨德斌.水泥混凝土硫酸盐侵蚀综述[J].山西建筑,2007,5(33):165-166.
[20]梁咏宁,袁迎曙.硫酸盐侵蚀环境因素对混凝土性能的影响--研究现状综述[J].混凝土,2005,(3):27-30.
[21]李庆伟.混凝土中的硫酸盐侵蚀研究[J].新乡学院学报(自然科学版),2008,25(2):38-41.
[22]Omar S.Baghabra,Al-Amoudi.Attack on plain and blended cements exposed to aggressive sulfate environments[J].Cement and Concrete Composite,2002,(24):305-316.
[23]Torres S M,Kirk C A,Lynsdale C J,et al.Thaumasite ettringite solid solutions in degraded mortars[J].Cem Conceres,2004,4(8):1297.
[24]胡明玉,唐明述.碳硫硅钙石型硫酸盐腐蚀研究综述[J].混凝土,2004,6(176):17-19.
[25]严军伟,邢婕.石灰石粉混凝土及其硫酸盐侵蚀特性综述[J].混凝土,2011,(8):79-81.
[26]M.E.Gaze,N.J.Crammond.The formation of thaumasit e in a cement:lime:sand mortar exposed to cold magnesium and potassium sulfate solution[J].Cement&Concrete Composites,2000,22:209-22.
[27]D.Heinz,U.Ludwig,Mechanism of second ettringite formationin mortars and concretes after heat treatment,Concrete Durability,SP-100,V.2,American Concrete Institute,Detroit,1987,2059-2071.
[28]D.Heinz,U.Ludwig,Mechanism of subsequent ettringite formation in mortars and concretes after heat treatment,in.Proceedings the 8th Intemational Congress on the Chemistry of Cement,Abla Grafica e Editora Ltda,Rio De Janeiro,1986,5:189-194.
[29]王伟,衣朝华,李仕群,等.新型磷铝酸盐水泥抗硫酸盐侵蚀性能[J].硅酸盐学报,2008,36(1):82.
[30]马保国,罗忠涛,高小建,等.不同品种水泥的抗碳硫硅酸钙型硫酸盐侵蚀性能[J].硅酸盐学报,2006,34(5):622.
[31]杨德斌,周俊龙,汪宏涛,等.外加剂与矿物掺合料对混凝土抗硫酸盐侵蚀的有效性研究[J].混凝土,2003(4):12.
[32]E.E.Hekal,E.Kishar,H.Mostafa.Magnesium sulfate attack on hardened blended cement pastes under different circumstances[J].Cement and Concrete Research,2002,(32):1421-1427.
[33]T.Bakharev,J.G.Sanjayan,Y.B.Cheng.Sulfate attack on alkali-activated slag concrete[J].Cement and Concrete Research,2002,(32):211-216.
[34]班克成.外加剂对混凝土TSA腐蚀的抑制作用[D].重庆大学,2010.
[35]杜应吉,牛建军.硅粉掺合料对砂浆抗硫酸盐侵蚀性能的影响[J].Journal of Water Resources&Water Engineering,2004,15(4):60-62.
[36]E.E.Hekal,E.Kishar,H.Mostafa.Magnesium sulfate attack on hardened blended cement pastes under different circumstances[J].Cement and Concrete Research,2002,(32):1421-1427.
[37]李贵强,芦令超,等.阿利特-硫铝酸钡钙水泥抗硫酸盐侵蚀性能的研究[J].硅酸盐通报,2009,28(5):1038.
[38]P.E.Grattan-Bellew,J.J.Beaudoin,V.-G.Vallee,Effect of aggregate particle size and composition on expansion of mortarbars due to delayed ettringite formation,Cement and Concrete Research,998,28(8):1147-1156.
[39]G.M.Idom,A discussion of the paper“Effect of aggregate particle size and composition on expansion of mortar bars due to delayed ettringite formation”by P.E.Grattan-Bellew,J.J.Beaudoin and V.-G.Vallee,Cement and Concrete Research,1999,29:793.
[40]P.E.Grattan-Bellew,J.J.Beaudoin,V.G.Vallee,Reply to discussion of the paper“Effect of aggregate particle size and composition on expansion of mortar bars due to delayed ettringiteformation”,Cement and Concrete Research,1999,29:795.
[41]宋学锋,魏俊发,等.用原位合成吸水性树脂表层处理方法提高混凝土耐硫酸盐腐蚀性[J].硅酸盐学报,2007,35(10):1364-1368.
[2]杨全兵.硫酸钠盐结晶对混凝土破坏的影响[J].硅酸盐学报,2007,7(35):877-880.
[3]蒋林华.混凝土材料学(下)[M].南京:河海大学出版社,2006.
[4]薛君玕,吴中伟.膨胀和自应力水泥及其应用[M].北京:中国建筑工业出版社,1985.
[5]李士伟.桥用高性能混凝土制备及硫酸盐腐蚀研究[D].河海大学,2008.
[6]PaulD.Tennis,HamlinM.Jennings,A model for two types of calcium silicate hydrate in the microstructure of Portland cement pastes[J].Cement and Concrete Research,Pergamon,2000,7:855-869.
[7]敬相海,肖保怀,姜涵.大掺量粉煤灰水泥混凝土性能研究[J].混凝土,2002,(1):41-43
[8]R.Barbarulo,H.Peycelona,S.Prene,J.Marchand.Delayed ettringite formation symptoms onmortars induced by high temperature due to cement heat of hydration or late thermal cycle[J].Cementand Concrete Research,2005(35):125-131.
[9]S.O.Ekolu,M.D.A.Thomas,R.D.Hooton.Pessimum effect of externally applied chlorides onexpansion due to delayed ettringite formation:Proposed mechanism[J].Cement and Concrete Research,2006(36):688-696.
[10]莫祥银,卢都友.国外延迟性钙矾石反应研究进展及评述[J].混凝土,2000,7:6-10.
[11]Sadananda Sahu,NielsThaulow.Delayed ettringite formation in Swedish concrete railroad Ties[J].Cement and Concrete Research,2004(34):1675-1681.
[12]M.Collepardi.A state-of-the-art review on delayed ettringite attack on concrete[J].Cement&Concrete Composites,2003(25):401-407.
[13]RaphaelTixier.Modeling of Damage in cement-based materials subjected to external sulphate attack.Ⅱ:Comparison with experiments[J].Journal of Materials in Civil Engineering,2003:314-322.
[14]严福章,于明国,胡瑾.盐渍土中硫酸盐对混凝土造成侵蚀的机理综述[J].商品混凝土,2014(8):31-34.
[15]韩宇栋,张君,高原.混凝土抗硫酸盐侵蚀研究评述[J].混凝土,2001(1):52-56.
[16]亢景富.混凝土硫酸盐侵蚀研究中的几个基本问题[J].混凝土,1995,(6):9-18.
[17]刘秉京.混凝土技术第二版[M].北京:人民交通出版社,2004.
[18]张磊,杨鼎宜.混凝土硫酸盐侵蚀过程及主要产物研究[J].混凝土与水泥制品,2006,12(6):19-22.
[19]胡波,杨德斌.水泥混凝土硫酸盐侵蚀综述[J].山西建筑,2007,5(33):165-166.
[20]梁咏宁,袁迎曙.硫酸盐侵蚀环境因素对混凝土性能的影响--研究现状综述[J].混凝土,2005,(3):27-30.
[21]李庆伟.混凝土中的硫酸盐侵蚀研究[J].新乡学院学报(自然科学版),2008,25(2):38-41.
[22]Omar S.Baghabra,Al-Amoudi.Attack on plain and blended cements exposed to aggressive sulfate environments[J].Cement and Concrete Composite,2002,(24):305-316.
[23]Torres S M,Kirk C A,Lynsdale C J,et al.Thaumasite ettringite solid solutions in degraded mortars[J].Cem Conceres,2004,4(8):1297.
[24]胡明玉,唐明述.碳硫硅钙石型硫酸盐腐蚀研究综述[J].混凝土,2004,6(176):17-19.
[25]严军伟,邢婕.石灰石粉混凝土及其硫酸盐侵蚀特性综述[J].混凝土,2011,(8):79-81.
[26]M.E.Gaze,N.J.Crammond.The formation of thaumasit e in a cement:lime:sand mortar exposed to cold magnesium and potassium sulfate solution[J].Cement&Concrete Composites,2000,22:209-22.
[27]D.Heinz,U.Ludwig,Mechanism of second ettringite formationin mortars and concretes after heat treatment,Concrete Durability,SP-100,V.2,American Concrete Institute,Detroit,1987,2059-2071.
[28]D.Heinz,U.Ludwig,Mechanism of subsequent ettringite formation in mortars and concretes after heat treatment,in.Proceedings the 8th Intemational Congress on the Chemistry of Cement,Abla Grafica e Editora Ltda,Rio De Janeiro,1986,5:189-194.
[29]王伟,衣朝华,李仕群,等.新型磷铝酸盐水泥抗硫酸盐侵蚀性能[J].硅酸盐学报,2008,36(1):82.
[30]马保国,罗忠涛,高小建,等.不同品种水泥的抗碳硫硅酸钙型硫酸盐侵蚀性能[J].硅酸盐学报,2006,34(5):622.
[31]杨德斌,周俊龙,汪宏涛,等.外加剂与矿物掺合料对混凝土抗硫酸盐侵蚀的有效性研究[J].混凝土,2003(4):12.
[32]E.E.Hekal,E.Kishar,H.Mostafa.Magnesium sulfate attack on hardened blended cement pastes under different circumstances[J].Cement and Concrete Research,2002,(32):1421-1427.
[33]T.Bakharev,J.G.Sanjayan,Y.B.Cheng.Sulfate attack on alkali-activated slag concrete[J].Cement and Concrete Research,2002,(32):211-216.
[34]班克成.外加剂对混凝土TSA腐蚀的抑制作用[D].重庆大学,2010.
[35]杜应吉,牛建军.硅粉掺合料对砂浆抗硫酸盐侵蚀性能的影响[J].Journal of Water Resources&Water Engineering,2004,15(4):60-62.
[36]E.E.Hekal,E.Kishar,H.Mostafa.Magnesium sulfate attack on hardened blended cement pastes under different circumstances[J].Cement and Concrete Research,2002,(32):1421-1427.
[37]李贵强,芦令超,等.阿利特-硫铝酸钡钙水泥抗硫酸盐侵蚀性能的研究[J].硅酸盐通报,2009,28(5):1038.
[38]P.E.Grattan-Bellew,J.J.Beaudoin,V.-G.Vallee,Effect of aggregate particle size and composition on expansion of mortarbars due to delayed ettringite formation,Cement and Concrete Research,998,28(8):1147-1156.
[39]G.M.Idom,A discussion of the paper“Effect of aggregate particle size and composition on expansion of mortar bars due to delayed ettringite formation”by P.E.Grattan-Bellew,J.J.Beaudoin and V.-G.Vallee,Cement and Concrete Research,1999,29:793.
[40]P.E.Grattan-Bellew,J.J.Beaudoin,V.G.Vallee,Reply to discussion of the paper“Effect of aggregate particle size and composition on expansion of mortar bars due to delayed ettringiteformation”,Cement and Concrete Research,1999,29:795.
[41]宋学锋,魏俊发,等.用原位合成吸水性树脂表层处理方法提高混凝土耐硫酸盐腐蚀性[J].硅酸盐学报,2007,35(10):1364-1368.