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磷建筑石膏对超硫酸盐水泥水化的影响
引用本文:李豪,廖宜顺,邓芳,马丰,董兴智. 磷建筑石膏对超硫酸盐水泥水化的影响[J]. 硅酸盐通报, 2022, 41(12): 4353-4360
作者姓名:李豪  廖宜顺  邓芳  马丰  董兴智
作者单位:武汉科技大学城市建设学院,武汉 430065;武汉工商学院环境与生物工程学院,武汉 430065
基金项目:湖北省建设科技计划(厅头〔2021〕2075号-38);武汉工商学院科学研究一般项目(A2022011)
摘    要:本文采用不同掺量的磷建筑石膏(CPG)、粒化高炉矿渣和熟石灰制备超硫酸盐水泥(SSC),通过测试水泥浆体的水化热、电阻率、化学收缩、水化产物、孔溶液pH值和抗压强度的变化规律,研究了CPG掺量对SSC水化性能的影响规律。结果表明:当CPG掺量从0%(质量分数,下同)增大到20%时,水泥浆体的第三放热峰出现时间延迟,3 d放热量与14 d化学收缩均增大,3 d电阻率减小,28 d孔溶液pH值从11.95减小到10.80;掺入CPG会促进钙矾石的生成;当CPG掺量为10%时,试件的28 d抗压强度最大,达到23.8 MPa。

关 键 词:超硫酸盐水泥  磷建筑石膏  粒化高炉矿渣  水化热  电阻率  化学收缩
收稿时间:2022-07-22

Effect of Calcined Phosphogypsum on Hydration of Supersulfated Cement
LI Hao,LIAO Yishun,DENG Fang,MA Feng,DONG Xingzhi. Effect of Calcined Phosphogypsum on Hydration of Supersulfated Cement[J]. Bulletin of the Chinese Ceramic Society, 2022, 41(12): 4353-4360
Authors:LI Hao  LIAO Yishun  DENG Fang  MA Feng  DONG Xingzhi
Affiliation:1. School of Urban Construction, Wuhan University of Science and Technology, Wuhan 430065, China;2. School of Environmental and Biological Engineering, Wuhan Technology and Business University, Wuhan 430065, China
Abstract:The supersulfated cement (SSC) with different content of calcined phosphogypsum (CPG), ground granulated blast-furnace slag and slaked lime was prepared in this study. The effect of CPG content on the hydration properties of SSC was investigated by testing the variation of hydration heat, electrical resistivity, chemical shrinkage, hydration products, pore solution pH value, and compressive strength of cement slurry. The results show that the third peak of heat release curves of cement slurry delays when the CPG content increases from 0% (mass fraction, the same below) to 20% . The cumulative heat at 3 d and the chemical shrinkage at 14 d increase with the increase of CPG. However, the electrical resistivity at 3 d decreases with the increase of CPG, and the pore solution pH value decreases from 11.95 to 10.80. The incorporation of CPG promotes the formation of ettringite. When CPG content is 10%, the 28 d compressive strength of specimen reaches the maximum of 23.8 MPa.
Keywords:supersulfated cement  calcined phosphogypsum  ground granulated blast-furnace slag  hydration heat  electrical resistivity  chemical shrinkage  
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