• 首页
  • 期刊介绍
  • 编委会
  • 征稿启事
  • 期刊订阅
  • 相关下载
  • 联系我们
50℃养护下超细粉煤灰水泥复合胶凝材料的性能研究
Research on Properties of Ultrafine Fly Ash and Cement Cementitious Materials under Curing at 50℃
投稿时间:2019-12-11  修订日期:2020-06-23
DOI:103969/j.issn.1007 9629202103005
中文关键词:  高温养护  超细粉煤灰  微观结构  力学性能
英文关键词:high temperature curing  ultrafine fly ash  microstructure  mechanical property
基金项目:国家自然科学基金资助项目(51878400,51678344)
           
作者单位
韩笑
HAN Xiao
山东农业大学水利土木工程学院,山东泰安271018
College of Water Conservancy and Civil Engineering, Shandong Agricultural University, Taian 271018, China
冯竟竟
FENG Jingjing
山东农业大学水利土木工程学院,山东泰安271018
College of Water Conservancy and Civil Engineering, Shandong Agricultural University, Taian 271018, China
孙传珍
SUN Chuanzhen
山东农业大学水利土木工程学院,山东泰安271018
College of Water Conservancy and Civil Engineering, Shandong Agricultural University, Taian 271018, China
王珊珊
WANG Shanshan
山东农业大学水利土木工程学院,山东泰安271018
College of Water Conservancy and Civil Engineering, Shandong Agricultural University, Taian 271018, China
摘要点击次数: 66
全文下载次数: 0
中文摘要:
      采用化学结合水量测试、压汞测孔法、扫描电镜观测以及力学性能测试等方法,系统研究了50℃养护条件下超细粉煤灰水泥复合胶凝材料的水化程度、微观结构以及力学性能.结果表明:与普通粉煤灰相比,超细粉煤灰在机械研磨和50℃高温养护的共同作用下活性大大提高,复合胶凝材料的水化速度更快,孔径分布更细化,抗压、抗折强度更高;超细粉煤灰掺量为25%时,复合胶凝材料在整个龄期的化学结合水量和孔结构密实度均高于纯水泥净浆,3d时的抗压强度和抗折强度已高于纯水泥砂浆近1倍,并且龄期越长,对强度的提高作用越明显;超细粉煤灰掺量为50%时,体系中细集料较多,造成颗粒级配分布不合理,并且缺少充足Ca(OH)2的碱性激发,对于水泥水化程度、孔结构密实度和强度的改善作用与掺量为25%时相比有所降低,但7d时的抗折强度仍达到了纯水泥砂浆的167倍.
英文摘要:
      Non evaporable water test, mercury intrusion porosimetry(MIP), scanning electron microscopy(SEM) observation and mechanical properties test were used to study the hydration degree, microstructure and mechanical properties of ultrafine fly ash and cement cementitious materials under curing at 50℃ to compare the property of ultrafine fly ash with that of ordinary fly ash. Research results show that, compared with the ordinary fly ash, under the mechanical grinding and high temperature curing at 50℃, the ultrafine fly ash and cement cementitious materials has faster hydration rate, finer pore size distribution and higher compressive strength and flexural strength. When the content of ultrafine fly ash is 25%,the hydration degree and pore structure compactness of the composite cementitious material are higher than that of pure cement paste, and the compressive strength and flexural strength of composite cementitious material at 3d are nearly twice higher than that of pure cement mortar, the longer the age, the more obvious the effect of improving the strength. However, when the content of ultrafine fly ash is 50%, the concentration of cement in the system is greatly reduced, because of the large amount of fine aggregate, the particle distribution is unreasonable, and the activity of ultrafine fly ash is reduced due to the lack of sufficient Ca(OH)2. Therefore, the degree of hydration, the compactness of the pore structure, the compressive strength and flexural strength of the composite cementitious materials containing 50% ultrafine fly ash is lower than that of containing 25%, and the flexural strength at 7d still reaches 167 times that of pure cement mortar.
查看全文  查看/发表评论  下载PDF阅读器
关闭