混凝土2024,Issue(6) :198-201,214.DOI:10.3969/j.issn.1002-3550.2024.06.038

普通硅酸盐水泥对负温碱激发矿渣砂浆力学性能的影响

Effect of OPC on mechanical properties of alkali-activated slag mortar at negative temperature

鞠成 汪雨萱 孙鹏飞 李国晶 王涛 赵化启
混凝土2024,Issue(6) :198-201,214.DOI:10.3969/j.issn.1002-3550.2024.06.038

普通硅酸盐水泥对负温碱激发矿渣砂浆力学性能的影响

Effect of OPC on mechanical properties of alkali-activated slag mortar at negative temperature

鞠成 1汪雨萱 1孙鹏飞 1李国晶 1王涛 1赵化启2
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作者信息

  • 1. 佳木斯大学材料科学与工程学院,黑龙江佳木斯 154007
  • 2. 佳木斯大学信息电子技术学院,黑龙江佳木斯 154007
  • 折叠

摘要

碱激发矿渣(AAS)在0℃下能持续水化,具有应用于冬季施工的潜力.为了进一步提升AAS砂浆作为寒冷修补材料的力学性能,掺入了 5%、10%、15%和20%的普通硅酸盐水泥(OPC)作为AAS中粒化高炉矿渣(GGBS)的部分替代物.结果表明:在-10℃条件下,OPC含量为15%时,1 d龄期的抗压强度和抗折强度分别提高了 31.3%和25.18%,28 d龄期的抗压强度和抗折强度分别提高了 4.5%和7.2%.此外,对样品的水化热、生成产物和微观结构进行了对比分析.结果显示,在AAS中加入OPC可以提高水化热,增加C(-A)-S-H的生成率,优化微观结构.

Abstract

Alkali activated slag(AAS)has the potential to be applied in winter construction due to its continuous hydration at subzero temperature.To further enhance the mechanical properties of AAS as structure repair materials in cold region,OPC at proportions of 5%,10%,15%and 20%were incorporated as partial replacement of ground granulated blast-furnace slag(GGBS)in AAS.An appropriate OPC content of 15%was determined based on the setting time and mechanical testing,and the results showed that it increased the compressive and flexural strength of AAS by 31.3%and 25.18%at the age of 1 day and by 4.5%and 7.2%at the age of 28 days.Moreover,semiadiabatic calorimetry,attenuated total reflection fourier transform infrared spectroscopy and scanning electron microscope mea-surements were carried out on typical samples.Experimental results showed that the hydration heat was enhanced and the generation ratio of C(-A)-S-H was increased by incorporation of OPC into AAS,and improve microstructure.

关键词

碱激发矿渣/冬季施工/水泥/力学强度

Key words

alkali activated slag/winter construction/cement/mechanical properties

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基金项目

黑龙江省自然科学基金(LH2022E114)

黑龙江省省属高等学校基本科研业务费科研项目(2023-KYYWF-0562)

佳木斯大学博士专项科研基金启动项目(JMSUBZ2021-04)

出版年

2024
混凝土
中国建筑东北设计研究院有限公司

混凝土

CSTPCD北大核心
影响因子:0.844
ISSN:1002-3550
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