期刊文献+

新型超硫酸盐水泥水化硬化机理 被引量:17

Hydration and Hardening Mechanisms of Newly Developed Supersulfated Cement
下载PDF
导出
摘要 研究了硫铝酸盐激发的超硫酸盐水泥(CSA-SSC)的水化硬化机理。采用微量热仪、TGA和SEM-SE方法对CSA-SSC的水化放热过程、水化产物和微观结构进行了分析。研究表明:CSA-SSC早期的强度略低,后期CSA-SSC的强度快速增长;该材料表现出超低水化热特性;CSA-SSC水化早期产物主要是钙矾石,在水化后期,主要产物是C-S-H凝胶;CSA-SSC硬化体中的针状钙矾石相互交错形成骨架,C-S-H凝胶则填充于骨架之间,使整个水泥浆体形成致密的结构,从而CSA-SSC的强度逐渐提高。 The hydration and hardening mechanisms of calcium sulfoaluminate activated supersulfated cement(CSA-SSC)were investigated.The methods of Isothermal Calorimetry,TGA and SEM-SE were used to determine the hydrating process,the compositions of hydration products and microstructure features.The results show that the early strength of CSA-SSC is slightly lower,and the late strength of CSA-SSC increases rapidly.CSA-SSC exhibits the characteristic of ultra-low hydration heat.During early hydration period,the main hydration product of CSA-SSC is ettringite.During late hydration period,the main hydration product of CSA-SSC is C-S-H gel.The acicular ettringite in CSA-SSC pastes is interlaced to form a framework.The C-S-H gel is filled with the pore of framework to form a dense structure to increase its strength.
作者 孙正宁 周健 慕儒 张振秋 陈智丰 葛仲熙 刘成健 SUN Zheng-ning;ZHOU Jian;MU Ru;ZHANG Zhen-qiu;CHEN Zhi-feng;GE Zhong-xi;LIU Cheng-jian(School of Civil and Transportation Engineering,Hebei University of Technology,Tianjin 300401,China;Tangshan Polar Bear Building Material Co.,Ltd.,Tangshan 063705,China)
出处 《硅酸盐通报》 CAS 北大核心 2019年第8期2362-2368,共7页 Bulletin of the Chinese Ceramic Society
基金 国家自然科学基金(51702082)
关键词 超硫酸盐水泥 力学性能 水化放热 水化产物 微观结构 supersulfated cement mechanical property hydration heat hydration product microstructure
  • 相关文献

参考文献4

二级参考文献12

  • 1DL/T5178-2003,混凝土坝安全监测技术规范[J].北京:中华人民共和国国家经贸委.
  • 2TGPS·T-2003,中国长江三峡工程质量标准汇编(一)[G].宜昌:中国长江三峡工程开发总公司.
  • 3低热水泥混凝土配合比报告[R].宜昌:青云水利水电联营公司试验室.
  • 4低热水泥简介[Z].石门:湖南石门特种水泥有限公司.
  • 5Azimah Hussin,Colin Poole.Petrography evidence of the interfacial transition zone (ITZ) in the normal strength concrete containing granitic and limestone aggregates[J].Construction and Building Materials.2010(5)
  • 6K.M. Lee,J.H. Park.A numerical model for elastic modulus of concrete considering interfacial transition zone[J].Cement and Concrete Research.2007(3)
  • 7Andreas Leemann,Beat Münch,Philippe Gasser,Lorenz Holzer.Influence of compaction on the interfacial transition zone and the permeability of concrete[J].Cement and Concrete Research.2006(8)
  • 8Andrzej Cwirzen,Vesa Penttala.Aggregate–cement paste transition zone properties affecting the salt–frost damage of high-performance concretes[J].Cement and Concrete Research.2004(4)
  • 9Amir Elsharief,Menashi D. Cohen,Jan Olek.Influence of aggregate size, water cement ratio and age on the microstructure of the interfacial transition zone[J].Cement and Concrete Research.2003(11)
  • 10王信刚,宋固全,陈礼和,张爱萍.超低离子渗透性水泥基材料的性能与微观结构[J].土木建筑与环境工程,2009,31(5):138-144. 被引量:1

共引文献141

同被引文献128

引证文献17

二级引证文献49

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