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激发剂对SCM-Ⅰ型炉渣基胶凝材料强度特性的影响
引用本文:何哲祥,魏真,李翔,肖威.激发剂对SCM-Ⅰ型炉渣基胶凝材料强度特性的影响[J].有色金属科学与工程,2017,8(5):52-57.
作者姓名:何哲祥  魏真  李翔  肖威
作者单位:1.中南大学冶金与环境学院环境工程研究所,长沙 410083
基金项目:国家“十二五”科技支撑计划项目2012BAC09B02
摘    要:以炉渣基复合胶凝材料为主要原料, 研究不同激发剂对SCM-Ⅰ型胶凝材料的激发效果并通过XRD与SEM分析, 从微观结构与水化产物的角度探讨不同激发剂对SCM-Ⅰ型胶凝材料强度的影响.结果表明:碱激发剂中氢氧化钠与氢氧化钙均具有一定的激发效果,添加氢氧化钙比未添加激发剂的28 d抗压强度提高了34.77 %,而硅酸钠对强度的提高起到了抑制作用,在其掺量为0.75 %时,抗压强度下降了45.15 %,添加0.50 %硫酸钠的28 d抗压强度提高7.90 %,激发效果并不明显.氯盐激发剂中,添加1.00 %的氯化钙与氯化钠,分别比未添加激发剂的28 d抗压强度提高了68.08 %与5.62 %.添加氯化钙后促水化反应的进一步进行,并生成大量的钙矾石;添加硅酸钠后抑制了C-S-H凝胶的生成,降低了胶凝材料的强度. 

关 键 词:炉渣    激发剂    胶凝材料    水化产物    微观结构
收稿时间:2017-02-15

Impacts of different activators on the strength properties of SCM-Ⅰ furnace slag based cementing materials
Affiliation:1.Institute of Environment Engineering, School of Metallurgy and Environment, Central South University, Changsha 410083, China2.Chinese National Engineering Research Center for Control and Treatment of Heavy Metal Pollution, Changsha 410083, China
Abstract:With the cementing materials based on furnace slag used as main raw material, this study analyzed the effects of different kinds of activators on SCM-Ⅰ cementing materialsbased on furnace slag. The analysis of SEM and XRD, and perspectives of microscopic and hydration products were added to the study. The results show that alkali-activators like Ca(OH)2, NaOH have certain activation effect. The addition of Ca(OH)2 has increased the 28 d compressive strength of cementing materials by 34.77 %. Na2SiO3 has inhibitory effect on the strength when the mixing amount is 0.75 % and the strength has depressed by 45.15 %. The compressive strength increases 7.90 % when 0.50 % of Na2SO4 is added, which shows that the activation effect is insignificant. When 1.00 % of the mixing amount of chloride activators such as NaCl and CaCl2 is added, the compressive strength increasesby 68.08 % and 5.62 % respectively. CaCl2 promotes the hydration reaction and a lot of ettringite is formed. The addition of Na2SiO3 inhibits the formation of C-S-H gels, which declines the strength of the cementing materials 
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