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钢渣粉对硫铝酸盐水泥水化过程的影响及热力学模拟
引用本文:廖宜顺,黄维峰,李豪,王思纯.钢渣粉对硫铝酸盐水泥水化过程的影响及热力学模拟[J].硅酸盐通报,2022,41(7):2376-2383.
作者姓名:廖宜顺  黄维峰  李豪  王思纯
作者单位:1.武汉科技大学城市建设学院,武汉 430065; 2.武汉科技大学高性能工程结构研究院,武汉 430065
基金项目:长江科学院开放研究基金(CKWV2019756/KY);国家自然科学基金(51608402)
摘    要:通过测试水泥浆体的凝结时间、抗压强度、电阻率,同时结合水化产物分析及热力学模拟,研究了不同掺量钢渣粉对硫铝酸盐水泥水化行为的影响规律。结果表明,随着钢渣粉质量掺量的增大,初凝时间呈先延长后缩短的趋势,且在掺量为20%时达到最大值。在28 d龄期内,掺入钢渣粉的水泥硬化浆体抗压强度均小于未掺入钢渣粉的硬化浆体,但在龄期达到60 d和90 d时,掺入40%钢渣粉试样的抗压强度均大于未掺入钢渣粉的试样。钢渣粉与硫铝酸盐水泥复合浆体的电阻率在水化初始阶段随着钢渣粉掺量的增大而增大,在水化后期(约3 h后)则随钢渣粉掺量的增大而减小。在1 d龄期内,钢渣粉掺量为40%的试样中的钢渣粉发生了水化反应,使得水泥浆体在减速期的水化速率最大。由热力学模拟结果可知:在钢渣粉掺量为40%的试样中,C2S在10 h后开始进行水化反应,C2ASH8则在168 h后开始生成;当钢渣掺量大于15%时,随着钢渣粉掺量的增大,钙矾石和铝胶的生成量逐渐减少,C2ASH8的生成量逐渐增多。

关 键 词:硫铝酸盐水泥  钢渣粉  抗压强度  电阻率  水化产物  水化动力学  热力学模拟  
收稿时间:2022-03-10

Effect of Steel Slag Powder on Hydration Process of Calcium Sulfoaluminate Cement and Thermodynamic Modelling
LIAO Yishun,HUANG Weifeng,LI Hao,WANG Sichun.Effect of Steel Slag Powder on Hydration Process of Calcium Sulfoaluminate Cement and Thermodynamic Modelling[J].Bulletin of the Chinese Ceramic Society,2022,41(7):2376-2383.
Authors:LIAO Yishun  HUANG Weifeng  LI Hao  WANG Sichun
Affiliation:1. School of Urban Construction, Wuhan University of Science and Technology, Wuhan 430065, China; 2. Institute of High Performance Engineering Structure, Wuhan University of Science and Technology, Wuhan 430065, China
Abstract:The influence of variable steel slag powder content on the hydration behavior of calcim sulfoaluminate cement was investigated through the setting time test, compressive strength test and electrical resistivity test, combined with hydration products analysis and thermodynamic modelling. The results show that with the increase of the mass content of steel slag powder, the initial setting time shows a trend of first extending and then shortening, and reaches the maximum when the content of steel slag is 20%. In 28 d, the compressive strength of cement paste with steel slag powder is lower than the hardened paste without steel slag powder, but at the age of 60 d and 90 d, the compressive strength of cement paste with 40% steel slag powder content is higher than the sample without steel slag powder. The resistivity of steel slag powder and calcium sulfoaluminate cement composite paste increases with the increase of steel slag powder content in the initial hydration stage, and decreases with the increase of steel slag powder content in the late hydration stage (after about 3 h). In the age of 1 d, the hydration reaction of steel slag powder occurs in the sample with 40% steel slag powder content, which makes the hydration rate of cement paste reach the maximum in the deceleration period. According to thermodynamic modelling results, in the sample mixes with 40% steel slag powder, C2S began to react after 10 h, forming C2ASH8 after 168 h. When the steel slag content is more than 15%, with the increase of the steel slag powder content, the production of ettringite and AH3 gradually decreases, and the production of C2ASH8 gradually increases.
Keywords:calcium sulfoaluminate cement  steel slag powder  compressive strength  electrical resistivity  hydration product  hydration kinetics  thermodynamic modelling  
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