苏州混凝土水泥制品研究院有限公司

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溶蚀与氯盐耦合作用下硬化水泥净浆性能的退化过程
Degradation Process of Performance of Hardened Cement Paste under the Coupling Interactions of Calcium Leaching and Chloride Ero
2017年第9期
钙溶蚀;氯盐;耦合;溶蚀程度;氯离子含量
Calcium leaching; Chloride; Coupling; Leaching degree; Chloride ion content
2017年第9期
1000-4637(2017)09-07-05
国家自然科学基金项目(51378262);江苏省自然科学基金项目(BK20141396)
孙香花,汤玉娟,左晓宝,马 强,殷光吉
南京理工大学土木工程系,210094

孙香花,汤玉娟,左晓宝,马 强,殷光吉

孙香花,汤玉娟,左晓宝,等.溶蚀与氯盐耦合作用下硬化水泥净浆性能的退化过程[J].混凝土与水泥制品,2017(9):7-11.

SUN X H, TANG Y J ,ZUO X B,et al.Degradation Process of Performance of Hardened Cement Paste under the Coupling Interactions of Calcium Leaching and Chloride Erosion[J].China Concrete and Cement Products,2017(9):7-11.

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摘  要:为了获得溶蚀与氯盐耦合作用下水泥基材料性能退化规律,设计开展了硬化水泥净浆试件在1.0mol/LNaCl、1.0mol/LNH4Cl及1.0mol/LNaCl+3.0mol/LNH4NO3混合溶液中的浸泡腐蚀试验,并利用酚酞法、饱和干燥称重法、快速氯离子浓度测定仪和X射线衍射仪(XRD)对腐蚀进程中硬化水泥净浆溶蚀深度、孔隙率、自由氯离子含量及物相组成进行分析。结果表明,腐蚀过程中硬化水泥净浆溶蚀深度与时间平方根成线性关系;硬化水泥净浆孔隙率及氯离子传输速率均随着氢氧化钙的溶出而不断增加,一旦氢氧化钙完全溶出,其基本保持不变;钙离子的不断溶出,导致硬化水泥净浆内部化学环境发生改变,原有的结合氯离子变成自由氯离子。Abstract:Inordertoobtainthedegradationofcement-basedmaterialsunderthecouplinginteractionsofcalciumleachingandchlorideerosion,theimmersioncorrosiontestofcementpastespecimensinthreeleachingsolutions(1.0mol/LNaCl,1.0mol/LNH4Cl,1.0mol/LNaCland3.0mol/LNH4NO3)wascarriedout.Theleachingdepth,porosity,freechloridecontentandphasecompositionofcementpasteintheprocessofcalciumleachingandchlorideerosionwereinvestigatedbythephenolphthaleinmethod,saturation-dryingweighingmethod,rapiddeterminationmethodofchlorideioncontentandX-raydiffractionanalysis(XRD).Theresultsshowthattheleachingdepthofcementpasteislinearwiththesquarerootoftime.Theporosityandchloridetransmissionrateofcementpasteallincreasewiththedissolutionofcalciumhydroxide,andoncethecalciumhydroxidecompletelydissolves,itbasicallyremainsunchanged.Moreover,thecontinuousdissolutionofcalciumionsresultsinachangeinthechemicalenvironmentwithinthecementpaste,wheretheoriginalboundchlorideionbecomestoafreechlorideion.
英文名 : Degradation Process of Performance of Hardened Cement Paste under the Coupling Interactions of Calcium Leaching and Chloride Ero
刊期 : 2017年第9期
关键词 : 钙溶蚀;氯盐;耦合;溶蚀程度;氯离子含量
Key words : Calcium leaching; Chloride; Coupling; Leaching degree; Chloride ion content
刊期 : 2017年第9期
DOI :
文章编号 : 1000-4637(2017)09-07-05
基金项目 : 国家自然科学基金项目(51378262);江苏省自然科学基金项目(BK20141396)
作者 : 孙香花,汤玉娟,左晓宝,马 强,殷光吉
单位 : 南京理工大学土木工程系,210094

孙香花,汤玉娟,左晓宝,马 强,殷光吉

孙香花,汤玉娟,左晓宝,等.溶蚀与氯盐耦合作用下硬化水泥净浆性能的退化过程[J].混凝土与水泥制品,2017(9):7-11.

SUN X H, TANG Y J ,ZUO X B,et al.Degradation Process of Performance of Hardened Cement Paste under the Coupling Interactions of Calcium Leaching and Chloride Erosion[J].China Concrete and Cement Products,2017(9):7-11.

摘要
参数
结论
参考文献
引用本文

摘   要:为了获得溶蚀与氯盐耦合作用下水泥基材料性能退化规律,设计开展了硬化水泥净浆试件在1.0mol/L NaCl、1.0mol/L NH4Cl及 1.0mol/L NaCl+3.0mol/L NH4NO3混合溶液中的浸泡腐蚀试验,并利用酚酞法、饱和干燥称重法、快速氯离子浓度测定仪和X射线衍射仪(XRD)对腐蚀进程中硬化水泥净浆溶蚀深度、孔隙率、自由氯离子含量及物相组成进行分析。结果表明,腐蚀过程中硬化水泥净浆溶蚀深度与时间平方根成线性关系;硬化水泥净浆孔隙率及氯离子传输速率均随着氢氧化钙的溶出而不断增加,一旦氢氧化钙完全溶出,其基本保持不变;钙离子的不断溶出,导致硬化水泥净浆内部化学环境发生改变,原有的结合氯离子变成自由氯离子。

Abstract: In order to obtain the degradation of cement-based materials under the coupling interactions of calcium leaching and chloride erosion, the immersion corrosion test of cement paste specimens in three leaching solutions (1.0mol/L NaCl, 1.0mol/L NH4Cl, 1.0mol/L NaCl and 3.0mol/L NH4NO3) was carried out. The leaching depth, porosity, free chloride content and phase composition of cement paste in the process of calcium leaching and chloride erosion were investigated by the phenolphthalein method, saturation-drying weighing method, rapid determination method of chloride ion content and X-ray diffraction analysis(XRD). The results show that the leaching depth of cement paste is linear with the square root of time. The porosity and chloride transmission rate of cement paste all increase with the dissolution of calcium hydroxide, and once the calcium hydroxide completely dissolves, it basically remains unchanged. Moreover, the continuous dissolution of calcium ions results in a change in the chemical environment within the cement paste, where the original bound chloride ion becomes to a free chloride ion.

关键词:
钙溶蚀;氯盐;耦合;溶蚀程度;氯离子含量
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本研究利用酚酞法、饱和干燥称重法、快速氯离子浓度测定仪和X射线衍射仪(XRD),测试了钙溶蚀与氯离子侵蚀耦合作用下硬化水泥净浆试件溶蚀深度、孔隙率、氯离子浓度以及物相组成随腐蚀时间的变化情况,分析了溶蚀过程中硬化水泥净浆孔隙率的变化规律及其对氯离子传输进程的影响。试验表明,随着溶蚀的进行,硬化水泥净浆试件的孔隙率随着氢氧化钙的溶出而不断增加,且当氢氧化钙完全溶出后,试件孔隙率基本保持不变;钙溶蚀与氯离子耦合作用下的硬化水泥净浆试件中自由氯离子含量显著高于单一氯离子侵蚀下的试件,且耦合作用下硬化水泥净浆试件中自由氯离子的扩散速率与孔隙率的变化规律一致;钙溶蚀不仅改变了试件的孔结构,同时改变了硬化水泥净浆试件内部的化学环境,导致原先的结合氯离子变成自由氯离子。 

[1] Phung Q T, Maes N, Jacques D, et al. Investigation of the changes in microstructure and transport properties of leached cement pastes accounting for mix composition[J]. Cement and Concrete Research,2016,79:217-234.
[2] Babaahmadi A, Tang L, Abbas Z, et al. Physical and Mechanical Properties of Cementitious Specimens Exposed to an Electrochemically Derived Accelerated Leaching of Calcium[J].International Journal of Concrete Structures and Materials, 2015,9(3):295-306.
[3] Jacques D, Wang L, Martens E, et al. Modelling chemical degradation of concrete during leaching with rain and soil water types[J].cement and concrete research,2010,40(8):1306-1313.
[4] Feng P, Miao C, Bullard J W. A model of phase stability, microstructure and properties during leaching of portland cement binders[J].Cement and Concrete Composites,2014,49:9-19.
 [5] Forster A M, Szadurski E M, Banfill P F G. Deterioration of natural hydraulic lime mortars, I: Effects of chemically accelerated leaching on physical and mechanical properties of uncarbonated materials[J]. Construction and Building Materials, 2014,72:199-207.
[6] Berger S, Aouad G, Cau Dit Coumes C, et al. Leaching of calcium sulfoaluminate cement pastes by water at regulated pH and temperature: Experimental investigation and modeling[J]. Cement and Concrete Research, 2013,53:211-220.
[7] Choi Y S, Yang E I. Effect of calcium leaching on the pore structure, strength, and chloride penetration resistance in concrete specimens[J]. Nuclear Engineering and Design, 2013,259:126-136.
[8] Haga K, Shibata M, Hironaga M, et al. Change in pore structure and composition of hardened cement paste during the process of dissolution[J]. Cement and Concrete Research, 2005,35(5):943-950.
[9] C Carde G E R F. Use of ammonium nitrate solution to simulate and accelerate the leaching of cement pastes due to deionized water[J]. Magazine of Concrete Research, 1997,181(49):295-301.
[10] Kamali S,Moranville M,Leclercq S.Material and environ mental parameter effects on the leaching of cement pastes: Experiments and modelling[J]. Cement and Concrete Research, 2008,38(4):575-585.
[11] Wan K, Li Y, Sun W. Experimental and modelling research of the accelerated calcium leaching of cement paste in ammo nium nitrate solution[J]. Construction and Building Materials, 2013,40:832-846.
[12] Wan K, Xu Q,Li L, et al.3D porosity distribution of partly calcium leached cement paste[J]. Construction and Building Materials, 2013,48:11-15.
[13] Thomas J J, Chen J J, Allen A J, et al.Effects of decalci fication on the microstructure and surface area of cement and tricalcium silicate pastes[J]. Cement and Concrete Research,2004,34(12):2297-2307.
[14] Carde C, Fran Ois R, Torrenti J. Leaching of both calcium hydroxide and C-S-H from cement paste: Modeling the mechanical behavior[J].Cement and Concrete Research,1996,26(8):1257-1268.
[15] 万小梅,冯玉坤,赵铁军,等.直接挤压孔溶液的氯离子存在状态及碱度研究[J].建筑材料学报,2012(5):707-711.
[16] 勾密峰,管学茂,孙倩.水化硅酸钙对氯离子的吸附[J].建筑材料学报,2015,18(3):363-368.
[17] 王小刚,史才军,何富强,等.氯离子结合及其对水泥基材料微观结构的影响[J].硅酸盐学报,2013(2):187-198.

孙香花,汤玉娟,左晓宝,.溶蚀与氯盐耦合作用下硬化水泥净浆性能的退化过程[J].混凝土与水泥制品,2017(9):7-11.

SUN X H, TANG Y J ,ZUO X B,et al.Degradation Process of Performance of Hardened Cement Paste under the Coupling Interactions of Calcium Leaching and Chloride Erosion[J].China Concrete and Cement Products,2017(9):7-11.

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