期刊文献+

不同养护条件下钢渣/矿渣复合水泥胶砂的耐硫酸盐侵蚀性能 被引量:11

Sulfate resistance of steel slag blended/GGBFS blended cement mortars under different curing conditions
下载PDF
导出
摘要 以钢渣和矿渣为矿物掺合料,采用0%和20%的取代量,在蒸养(早期80℃蒸养7 h)和标养条件下分别制备了钢渣和矿渣复合水泥胶砂,经过28 d的初始标准养护后,将其暴露于干湿循环与半浸泡2种硫酸盐侵蚀条件下,通过外观质量观察、质量变化和强度变化等手段对比了钢渣复合水泥胶砂与矿渣复合水泥胶砂的耐硫酸盐侵蚀性能.结果表明:2种养护制度下,钢渣复合水泥胶砂的耐干湿循环硫酸盐侵蚀性能均优于矿渣复合水泥胶砂;半浸泡硫酸盐侵蚀条件下,标养钢渣复合水泥胶砂的性能弱于标养矿渣复合水泥胶砂,但是蒸养钢渣复合水泥胶砂的情况正好相反.蒸养虽然粗化了水泥胶砂孔结构,使得蒸养水泥胶砂在半浸泡硫酸盐侵蚀条件下较早地出现了裂缝,但是蒸养同样提高了28 d水泥胶砂的化学结合水量、C-S-H含量并促进了C-A-S-H的形成,从而有助于改善蒸养水泥胶砂的抗硫酸盐侵蚀性能. Steel slag(SS)and ground granulated blast furnace slag(GGBFS)blended cement mortars were prepared under two replacement levels(0%and 20%)and two curing regimes(initial steam curing at 80℃for 7 h and initial standard curing).After 28 d standard curing,they were exposed to two kinds of sulfate attack conditions:dry-wet cycles and partial immersion.The sulfate resistances were compared by appearance quality check,mass change and strength change.The results show that,no matter what initial curing condition is applied,SS cement mortar shows better performance than the GGBFS cement mortar under dry-wet cycles and sulfate attack.The performance of standard cured SS cement mortar is worse than that of standard cured GGBFS cement mortar under partial immersion sulfate attack,but the situation of steam cured SS cement mortar is just the opposite.The initial steam curing coarsens the pore structure of the cement mortar so that cracks appear earlier in the steam cured mortar than that in the standard cured one under the partial immersion,but the initial steam curing also improves the non-evaporable water content and C-S-H gels content in the cement mortar hydrated for 28 d,and promotes the C-A-S-H formation,thus,helping to improve the sulfate resistance of steam cured mortars.
作者 李保亮 霍彬彬 尤南乔 朱国瑞 陈春 张亚梅 Li Baoliang;Huo Binbin;You Nanqiao;Zhu Guorui;Chen Chun;Zhang Yamei(School of Materials Science and Engineering,Southeast University,Nanjing 211189,China;Jiangsu Key Laboratory of Construction Materials,Southeast University,Nanjing 211189,China)
出处 《东南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2019年第6期1144-1152,共9页 Journal of Southeast University:Natural Science Edition
基金 国家自然科学基金资助项目(51778132) 中日政府间科技合作资助项目(2016YFE0118200)
关键词 钢渣复合水泥胶砂 矿渣复合水泥胶砂 蒸养 硫酸盐侵蚀 干湿循环 半浸泡 steel slag blended cement mortar GGBFS blended cement mortar steam curing sulfate resistance dry-wet cycles partial immersion
  • 相关文献

参考文献5

二级参考文献25

  • 1何智海,刘运华,谢友均,龙广成.蒸养条件下水泥--粉煤灰复合胶凝材料的水化性能研究[J].工业建筑,2008,38(z1):807-812. 被引量:10
  • 2胡曙光,吕林女,何永佳,丁庆军,耿健,王晓.低水胶比下粉煤灰对水泥早期水化的影响[J].武汉理工大学学报,2004,26(7):14-16. 被引量:25
  • 3阎培渝,张庆欢,杨文言.养护高温对复合胶凝材料水化性能的影响[J].电子显微学报,2006,25(B08):171-172. 被引量:21
  • 4贾艳涛.矿渣和粉煤灰水泥基材料的水化机理研究[D].南京东南大学,2006. 被引量:2
  • 5CAO Cheng,SUN Wei,QIN Hong-gen.The analysis on strength and fly ash effect of roller-compacted concrete with high volume fly ash[J].Cem Concr Res,2000,30(1):71-76. 被引量:1
  • 6Toutanji H,Delatte N,Aggoun S,et al.Effect of supplementary cementitious materials on the compressive strength and durability of short-term cured concrete[J].Cem Concr Res,2004,34(2):311-320. 被引量:1
  • 7WANG Ai-qin,ZHANG Cheng-zhi,SUN Wei.Fly ash effects Ⅲ the microaggregate effect of fly ash[J].Cem Concr Res,2004,34(11):2061-2066. 被引量:1
  • 8Atis C D.Strength properties of high-volume fly ash roller compacted and workable concrete,and influence of curing condition[J].Cem Concr Res,2005,35(6):1112-1133. 被引量:1
  • 9Ozer B,Ozkul M.The influence of initial water curing on the strength development of ordinary Portland and pozzolanic cement concretes[J].Cem Concr Res,2004,34(1):13-21. 被引量:1
  • 10Termkhajornkit P,Nawa T,Kurumisawa K.Effect of water curing conditions on the hydration degree and compressive strengths of fly ash-cement paste[J].Cem Concr Comp,2006,28(9):781-789. 被引量:1

共引文献47

同被引文献159

引证文献11

二级引证文献66

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部