混凝土碳化研究现状
摘要
混凝土碳化是一个非常复杂的物理化学过程,国内外众多学者分别从碳化机理、影响碳化的因素、碳化深度预测模型等方面,对这个问题进行了深入研究。本文对这些成果进行了总结与分类,在此基础上提出了尚存在的问题,并对混凝土碳化研究发展方向进行了展望。
引文
[1]龚洛书,柳春圃.混凝土的耐久性及其防护修补[M].北京:中国建筑工业出版社,1990.
[2]柳俊哲.混凝土碳化研究与进展(1)——碳化机理及碳化程度评价[J].混凝土,2005(11):10-13.
[3]Taylor H F W.Cement Chemistry[M].2nd.ed.London:ThomasTelford Publishing,1997.
[4]Papadakis V G,Vayenas C G,Fardis M N.Physical and chemicalcharacteristics affecting the durabiliy of concrete[J].ACI Materi-als Journal,1991,88:186.
[5]Papadakis V G,Vayenas C G,Fardis M N.Fundamental modelingand experimental investigation of concrete carbonation[J].ACIMaterials Journal,1991,88:363-373.
[6]李果,袁迎曙,耿欧.气候条件对混凝土碳化速度的影响[J].混凝土,2004(11):49-51.
[7]徐道富.环境气候条件下混凝土碳化速度研究[J].西部探矿工程,2005(10):147-149.
[8]朱安民.混凝土碳化与钢筋混凝土耐久性[J].混凝土,1992(6):18-22.
[9]岸谷孝一.铁筋コンクリ一トの耐久性[M].日本:鹿岛建設技術研究所出版部,1963.
[10]Skijolsvold O.ACISP-91 Madrid Proc[M].1986(2):1031-1048.
[11]Ho D W S,Lewis R L.The carbonation of concrete and its predic-tion[J].Cement and Concrete Research,1987,17:489-504.
[12]Dhir R K,Hewlett P C,Chan Y N.Near surface characteristics ofconcrete:prediction of carbonation resistance[J].Magazine of Con-crete Research,1989,41:137-143.
[13]方暻,梅国兴,陆采荣.影响混凝土碳化主要因素及钢筋锈蚀因素试验研究[J].混凝土,1993(2):23-26.
[14]颜承越.水灰比—碳化方程与抗压强度—碳化方程的比较[J].混凝土,1994(3):46-49.
[15]Thomas M D A,Matthews J D.Carbonation of fly ash concrete[J].Magazine of Concrete Research,1992,44:217-228.
[16]Hobbs D W.Carbonation of concrete containing PFA[J].Magazineof Concrete Research,1994,46:35-38.
[17]牛建刚.一般大气环境多因素作用混凝土中性化性能研究[D].西安:西安建筑科技大学,2008.
[18]Ceukelaire L D,Nieuwenbeg D V.Accelerated carbonation of ablast-furnace cement concrete[J].Cement and Concrete Research,1993,3:442-452.
[19]Sakai E,Kosuge K,Teramura S,et al.Durability of concrete,1991,ACI SP-126:989-1000.
[20]阿列克谢耶夫.钢筋混凝土结构中钢筋腐蚀与保护[M].黄可信,吴兴祖,等译.北京:中国建筑工业出版社,1983.
[21]马文海.水泥用量对碳化深度的影响[J].低温建筑技术,1986(1):27-32.
[22]张誉,蒋利学,等.混凝土碳化深度的计算与实验研究[J].混凝土,1996(4):12-17.
[23]Smolczyk H G.Proc.RILEM Symp.Testing of Concrete,1962:485-489.
[24]Dhir R K,Hewlett P C,Chan Y N.Near surface characteristics ofconcrete:prediction of carbonation resistance[J].Magazine ofConcrete Research,1989,41:137-143.
[25]Fattuhi N I.Carbonation and concrete as affected by mix consti-tutents and initial water uring period[J].Materiaux Etconstruc-tions,1986,19:131-136.
[26]Nagatakis.Effect of curing conditions on the carbonation of con-crete with fiy ash and the corrosion of reinforcement in long-termtest[J].ACISP-91,1986,1:521-540.
[27]Ewertson C.The influence of curing conditions on the permeabilityand durability of concrete,result from a field exposure test[J].Ce-ment and concrete Research,1993,23:683.
[28]刘亚芹,等.表面覆盖层对混凝土碳化的影响与计算[J].工业建筑,1997,27(8):41-45.
[29]许丽萍,黄士元.预测混凝土中碳化深度的数学模型[J].上海建材学院学报,1991,4(4):347-356.
[30]牛荻涛.混凝土结构耐久性与寿命预测[M].北京:科学出版社,2003.
[31]邸小坛,周燕.旧建筑物的检测加固与维修[M].北京:地震出版社,1992.
[32]张誉,蒋利学,张伟平,等.混凝土结构耐久性概论[M].上海:上海科学技术版社,2003.
[33]蒋利学,张誉.混凝土部分碳化区长度的分析与计算[J].工业建筑,1999,29(1):4-7.
[34]刘亚芹.混凝土碳化引起的钢筋锈蚀实用计算模式[D].上海:同济大学,1997.
[35]涂永明,吕志涛.应力状态下混凝土的碳化试验研究[J].东南大学学报,2003,33(5):573-576.
[2]柳俊哲.混凝土碳化研究与进展(1)——碳化机理及碳化程度评价[J].混凝土,2005(11):10-13.
[3]Taylor H F W.Cement Chemistry[M].2nd.ed.London:ThomasTelford Publishing,1997.
[4]Papadakis V G,Vayenas C G,Fardis M N.Physical and chemicalcharacteristics affecting the durabiliy of concrete[J].ACI Materi-als Journal,1991,88:186.
[5]Papadakis V G,Vayenas C G,Fardis M N.Fundamental modelingand experimental investigation of concrete carbonation[J].ACIMaterials Journal,1991,88:363-373.
[6]李果,袁迎曙,耿欧.气候条件对混凝土碳化速度的影响[J].混凝土,2004(11):49-51.
[7]徐道富.环境气候条件下混凝土碳化速度研究[J].西部探矿工程,2005(10):147-149.
[8]朱安民.混凝土碳化与钢筋混凝土耐久性[J].混凝土,1992(6):18-22.
[9]岸谷孝一.铁筋コンクリ一トの耐久性[M].日本:鹿岛建設技術研究所出版部,1963.
[10]Skijolsvold O.ACISP-91 Madrid Proc[M].1986(2):1031-1048.
[11]Ho D W S,Lewis R L.The carbonation of concrete and its predic-tion[J].Cement and Concrete Research,1987,17:489-504.
[12]Dhir R K,Hewlett P C,Chan Y N.Near surface characteristics ofconcrete:prediction of carbonation resistance[J].Magazine of Con-crete Research,1989,41:137-143.
[13]方暻,梅国兴,陆采荣.影响混凝土碳化主要因素及钢筋锈蚀因素试验研究[J].混凝土,1993(2):23-26.
[14]颜承越.水灰比—碳化方程与抗压强度—碳化方程的比较[J].混凝土,1994(3):46-49.
[15]Thomas M D A,Matthews J D.Carbonation of fly ash concrete[J].Magazine of Concrete Research,1992,44:217-228.
[16]Hobbs D W.Carbonation of concrete containing PFA[J].Magazineof Concrete Research,1994,46:35-38.
[17]牛建刚.一般大气环境多因素作用混凝土中性化性能研究[D].西安:西安建筑科技大学,2008.
[18]Ceukelaire L D,Nieuwenbeg D V.Accelerated carbonation of ablast-furnace cement concrete[J].Cement and Concrete Research,1993,3:442-452.
[19]Sakai E,Kosuge K,Teramura S,et al.Durability of concrete,1991,ACI SP-126:989-1000.
[20]阿列克谢耶夫.钢筋混凝土结构中钢筋腐蚀与保护[M].黄可信,吴兴祖,等译.北京:中国建筑工业出版社,1983.
[21]马文海.水泥用量对碳化深度的影响[J].低温建筑技术,1986(1):27-32.
[22]张誉,蒋利学,等.混凝土碳化深度的计算与实验研究[J].混凝土,1996(4):12-17.
[23]Smolczyk H G.Proc.RILEM Symp.Testing of Concrete,1962:485-489.
[24]Dhir R K,Hewlett P C,Chan Y N.Near surface characteristics ofconcrete:prediction of carbonation resistance[J].Magazine ofConcrete Research,1989,41:137-143.
[25]Fattuhi N I.Carbonation and concrete as affected by mix consti-tutents and initial water uring period[J].Materiaux Etconstruc-tions,1986,19:131-136.
[26]Nagatakis.Effect of curing conditions on the carbonation of con-crete with fiy ash and the corrosion of reinforcement in long-termtest[J].ACISP-91,1986,1:521-540.
[27]Ewertson C.The influence of curing conditions on the permeabilityand durability of concrete,result from a field exposure test[J].Ce-ment and concrete Research,1993,23:683.
[28]刘亚芹,等.表面覆盖层对混凝土碳化的影响与计算[J].工业建筑,1997,27(8):41-45.
[29]许丽萍,黄士元.预测混凝土中碳化深度的数学模型[J].上海建材学院学报,1991,4(4):347-356.
[30]牛荻涛.混凝土结构耐久性与寿命预测[M].北京:科学出版社,2003.
[31]邸小坛,周燕.旧建筑物的检测加固与维修[M].北京:地震出版社,1992.
[32]张誉,蒋利学,张伟平,等.混凝土结构耐久性概论[M].上海:上海科学技术版社,2003.
[33]蒋利学,张誉.混凝土部分碳化区长度的分析与计算[J].工业建筑,1999,29(1):4-7.
[34]刘亚芹.混凝土碳化引起的钢筋锈蚀实用计算模式[D].上海:同济大学,1997.
[35]涂永明,吕志涛.应力状态下混凝土的碳化试验研究[J].东南大学学报,2003,33(5):573-576.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心