期刊文献+

基于Mapping图像分析的硫酸钠侵蚀水泥基材料中硫元素分布规律

Study on sulfur distribution in cement-based materials subjected to external sulfate attack based on Mapping image analysis
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摘要 利用SEM-BSE成像模式和EDS-Mapping模式测试了质量分数为2.5%和5.0%Na2SO4溶液侵蚀1年后的水泥净浆、砂浆试样的微观形貌和元素分布.结合图像分析方法,定量描述与分析了试样中硫元素浓度分布规律及硫酸根离子的侵蚀深度.结果表明:不同浓度Na2SO4溶液侵蚀下的净浆、砂浆试样中硫元素浓度分布趋势基本一致,表层浆体硫元素浓度较低,近表层区出现高硫含量带,随后硫元素浓度随深度增加而下降,下降幅度先剧烈后平缓,最终硫元素浓度趋于稳定.硫元素各分布段分别对应于石膏集中生成区、石膏与钙矾石混合生成区、钙矾石集中生成区以及未腐蚀区.高浓度Na2SO4溶液侵蚀后的净浆试样的高硫含量带宽度为550μm,硫元素浓度峰值为6.87%,明显大于低浓度Na2SO4溶液侵蚀后的试样(分别为300μm和1.93%);低浓度Na2SO4溶液侵蚀下,砂浆试样高硫含量带宽度大于同水灰比净浆试样,硫元素浓度峰值略小于净浆试样. Backscattered electron image and mapping mode of EDS were adopted to test microstructure and element distributions in cement pastes and mortars eroded by 2.5% and 5.0% Na2SO4 solutions for one year.Combined with subsequent image processing,the distribution rules of sulfur were quantitatively described and analyzed.The results show that the sulfur distribution trends in specimens are basically consistent.The sulfur content in the surface paste is low,"high sulfur content" band appears in the near-surface zone,subsequently,with the increase of depth,sulfur content firstly decreases significantly,then decreases gradually,finally tends to a constant.These sulfur distribution segments correspond to the gypsum area,gypsum-ettringite coexistence area,ettringite area and not eroded area,respectively.Moreover,the width and peak concentration of "high sulfur content" band of cement pastes immersed in 5.0% Na2SO4 solution are 550μm and 6.87%,greater than those in 2.5% Na2SO4 solution(300μm and 1.93%,respectively),and the width of "high sulfur content" band of cement mortar immersed in 2.5% Na2SO4 solution is greater than that of cement paste.
出处 《东南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2012年第4期766-772,共7页 Journal of Southeast University:Natural Science Edition
基金 国家重点基础研究发展计划(973计划)资助项目(2009CB623203) 国家自然科学基金资助项目(51078186) 江苏省自然科学基金资助项目(BK2010071)
关键词 硫酸盐侵蚀 水泥基材料 硫元素浓度分布 面扫描 定量 图像分析 sulfate attack cement-based materials sulfur distribution mapping quantitative image analysis
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参考文献13

  • 1Gospodinov P N. Numerical simulation of 3D sulfate ion diffusion and liquid push out of the material capillar- ies in cement composites [J].Cement and Concrete Research, 2005, 35 (3) : 520 - 526.
  • 2左晓宝,孙伟.硫酸盐侵蚀下的混凝土损伤破坏全过程[J].硅酸盐学报,2009,37(7):1063-1067. 被引量:123
  • 3Maltais Y, Samson E, Marchand J. Predicting the dura- bility of Portland cement systems in aggressive environ-ments--laboratory validation [J]. Cement and Concrete Research,2004, 34 ( 9 ) : 1579 - 1589.
  • 4赵顺波,陈记豪,高润东,李庆斌.硫酸盐侵蚀混凝土内部硫酸根离子浓度测试方法[J].港工技术,2008,45(3):31-33. 被引量:19
  • 5SedgewickJ.Photoshop科学图像处理--方法、测量与输出[M].黄晓磊,等译.北京:清华大学出版社,2009:1-9.
  • 6李华,孙伟,左晓宝.硫酸盐侵蚀下硬化水泥浆体中硫元素分布规律的微观测试研究[J].混凝土,2012(2):4-7. 被引量:1
  • 7Brown P W, Doerr A. Chemical changes in concrete due to ingress of aggressive species [ J]. Cement and Concrete Research, 2000, 30(3) : 411 -418.
  • 8Naik N N, Jupe A C, Stock S R, et al. Sulfate attack monitored by rnicroCT and EDXRD : influence of cement type, water-to-cement ratio, and aggregate [ J]. Cement and Concrete Research, 2006, 36( 1 ) : 144 - 159.
  • 9Irassar E F, Bonavetti V L, Gonzalez M. Microstruc- tural study of sulfate attack on ordinary and limestone Portland cements at ambient temperature [ J ]- Cement and Concrete Research, 2003, 33(1) : 31 -41.
  • 10Shah S P. High performance concrete: past, present and future [ M ]//High Performance Concrete-Work- Ability, Strength and Durability. Hong Kong, China : Hong Kong University of Science and Technology, 2000 : 3 - 29.

二级参考文献27

  • 1陈翠翠,孙伟,蒋金洋,王晶.水泥基复合材料定量图像分析的应用现状[J].工业建筑,2008,38(z1):799-803. 被引量:2
  • 2陈洪,王学华.浅谈硫酸根的重量法和容量法测定[J].中国井矿盐,2005,36(4):41-42. 被引量:22
  • 3金祖权,孙伟,张云升,蒋金洋.混凝土在硫酸盐、氯盐溶液中的损伤过程[J].硅酸盐学报,2006,34(5):630-635. 被引量:150
  • 4ADAM N.The confused world of sulfate attack on concrete[J].Cem Concr Res,2004,34(8):1275-1296.
  • 5MARCHAND J,SAMSON E,MALTAIS Y,et al.Theoretical analysis of the effect of weak sodium sulfate solutions on the durability of concrete[J].Cem Concr Compos,2002,24(3/4):317-329.
  • 6GOSPODINOV PN.Numerical simulation of 3D sulfate ion diffusion and liquid push out of the material capillaries in cement composites[J].Cem Concr Res,2005,35(3):520-526.
  • 7ATKINSON A,HEARNE J A.Mechanistic model for the durability of concrete barriers exposed to sulfate-bearing groundwaters[A]//OVERSBY V M,BROWN P W,eds.Scientific Basis for Nuclear Waste Management ⅩⅢ[C].Pittsburgh:Materials Research Society,1989:149-156.
  • 8SHANNAG M J,SHAIA H A.Sulfate resistance of high-perfor-mance concrete[J].Cem Concr Compos,2003,25(3):363-369.
  • 9左晓宝.硫酸盐侵蚀下的混凝土耐久性损伤全过程分析研究[R].南京:东南大学材料科学与工程学院,2009.
  • 10CLIFTON J R,PONNERSHEIM J M.Sulfate attack of cementitious materials:Volumetric relations and expansions[R].NISTIR 5390,Building and Fire Research Laboratory,National Institute of Standards and Technology Gaithersburg,MD 20899.

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