Wu Yann-Hwang, Huang Ran, Tsai Chia-Jung, Lin Wei-Ting
Institute of Materials Engineering, National Taiwan Ocean University, 2 Pei-Ning Road, Keelung 20224, Taiwan.
Taiwan & Pacific Engineers & Constructors Ltd., Taipei 10669, Taiwan.
Materials (Basel). 2015 Feb 16;8(2):784-798. doi: 10.3390/ma8020784.
This study investigates the feasibility of co-firing fly ashes from different boilers, circulating fluidized beds (CFB) or stokers as a sustainable material in alkali activators for ground granulated blast-furnace slag (GGBS). The mixture ratio of GGBS and co-firing fly ashes is 1:1 by weight. The results indicate that only CF fly ash of CFB boilers can effectively stimulate the potential characteristics of GGBS and provide strength as an alkali activator. CF fly ash consists of CaO₃ (48.5%), SiO₂ (21.1%), Al₂O₃ (13.8%), SO₃ (10.06%), Fe₂O₃ (2.25%) and others (4.29%). SA fly ash consists of Al₂O₃ (19.7%), SiO₂ (36.3%), Fe2O3 (28.4%) and others (15.6%). SB fly ash consists of Al₂O₃ (15%), SiO₂ (25.4%), Zn (20.6%), SO₃ (10.9%), Fe₂O₃ (8.78%) and others (19.32%). The mixtures of SA fly ash and SB fly ash with GGBS, respectively, were damaged in the compressive strength test during seven days of curing. However, the built up strength of the CF fly ash and GGBS mixture can only be maintained for 7-14 days, and the compressive strength achieves 70% of that of a controlled group (cement in hardening cement paste). The strength of blended CF fly ash and GGBS started to decrease after 28 days, and the phenomenon of ettrigite was investigated due to the high levels of sulfur content. The CaO content in sustainable co-firing fly ashes must be higher than a certain percentage in reacting GGBS to ensure the strength of blended cements.
本研究调查了将来自不同锅炉(循环流化床(CFB)或层燃炉)的粉煤灰作为一种可持续材料与碱激发剂共同用于磨细粒化高炉矿渣(GGBS)的可行性。GGBS与共燃粉煤灰的混合比例按重量计为1:1。结果表明,只有CFB锅炉的CF粉煤灰能够有效激发GGBS的潜在特性,并作为碱激发剂提供强度。CF粉煤灰由CaO₃(48.5%)、SiO₂(21.1%)、Al₂O₃(13.8%)、SO₃(10.06%)、Fe₂O₃(2.25%)和其他成分(4.29%)组成。SA粉煤灰由Al₂O₃(19.7%)、SiO₂(36.3%)、Fe2O3(28.4%)和其他成分(15.6%)组成。SB粉煤灰由Al₂O₃(15%)、SiO₂(25.4%)、Zn(20.6%)、SO₃(10.9%)、Fe₂O₃(8.78%)和其他成分(19.32%)组成。SA粉煤灰和SB粉煤灰与GGBS的混合物在养护7天的抗压强度试验中均出现强度损失。然而,CF粉煤灰与GGBS混合物的强度增长只能维持7至14天,抗压强度达到对照组(硬化水泥浆体中的水泥)的70%。28天后,CF粉煤灰与GGBS混合水泥的强度开始下降,由于硫含量较高,还研究了钙矾石现象。在与GGBS反应时,可持续共燃粉煤灰中的CaO含量必须高于一定百分比,以确保混合水泥的强度。