Kim Taewan, Kang Choonghyun
Department of Civil Engineering, Pusan National University, Busan 46241, Korea.
Department of Ocean Civil Engineering, Gyeongsang National University, Tongyeong 53064, Korea.
Materials (Basel). 2021 Apr 29;14(9):2301. doi: 10.3390/ma14092301.
This is an experiment on the effect of mixing time for alkali-activated cement (AAC) using a binder mixed with ground granulated blast furnace slag (slag) and fly ash (FA) in a ratio of 1:1 on the mechanical properties. The mixing method of ASTM C305 was used as the basic mixing method, and the following mixing method was changed. Simply adding the same mixing time and procedure, the difference in the order of mixing slag and FA, and controlling the amount of activator and mixed water were considered. As a result of the experiment, the addition of the same mixing time and procedure, pre-injection of slag, and high-alkali mixed water in which half of the activator and mixing water were mixed showed the highest mechanical properties and a dense pore structure. As a result, the design of a blending method that can promote the activation action of slag rather than FA at room temperature was effective in improving the mechanical properties of AAC. In addition, these blending factors showed a clearer effect as the concentration of the activator increased. Through the results of this experiment, it was shown that high-temperature curing, high fineness of the binder, or even changing the setting of the mixing method without the use of excessive activators can lead to an improvement of mechanical properties.
这是一项关于碱激发水泥(AAC)搅拌时间影响的实验,该水泥使用了一种由磨细粒化高炉矿渣(矿渣)和粉煤灰(FA)按1:1比例混合而成的粘结剂,研究其对力学性能的影响。采用ASTM C305的搅拌方法作为基本搅拌方法,并对以下搅拌方法进行了改变。仅保持相同的搅拌时间和步骤,考虑了矿渣和FA的搅拌顺序差异以及控制活化剂和拌合水的用量。实验结果表明,在相同的搅拌时间和步骤下,先注入矿渣,以及将一半活化剂与拌合水混合的高碱拌合水,显示出最高的力学性能和致密的孔隙结构。因此,设计一种在室温下能促进矿渣而非FA活化作用的混合方法,对提高AAC的力学性能是有效的。此外,随着活化剂浓度的增加,这些混合因素的效果更明显。通过该实验结果表明,高温养护、粘结剂的高细度,甚至在不使用过量活化剂的情况下改变搅拌方法的设定,都可以提高力学性能。