偏高岭土-矿渣混合料掺渣量优化及性能改善

M. Zawrah, R. A. Gado, R. Khattab
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引用次数: 25

摘要

以偏高岭土(MK)和高炉渣(BFS)为原料,在氢氧化钠和硅酸钠作为碱活化剂的条件下制备地聚合物混合物。为优化矿渣的适宜用量,设计了11个矿渣批次,进行了搅拌和均质,搅拌时间为30 min。为确定膏体所需的适宜液量,确定了正常稠度和凝结时间。不同龄期下的物理力学性能。3、7、28、90 d。采用x射线衍射和扫描电镜对其相组成和显微组织进行了研究。为保证地聚合物凝胶的形成并检验其含量,进行了盐酸萃取试验。用水杨酸/甲醇萃取法验证水合硅酸钙(CSH)的存在和含量。结果表明,富钙渣加速了钢渣的硬化过程,降低了碱液浓度。对于不含BFS的地聚合物,有两相,即;未反应的偏高岭土和地聚合物凝胶形成。对于含BFS的地聚合物,形成了三个相,即;未反应偏高岭土、地聚合物凝胶和CSH与铝取代(CASH)凝胶。堆积密度随BFS的增加和固化时间的延长而增大。强度随BFS的增加而增加,当含矿渣量为70%时,固化28 d强度最大,约为120 MPa。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Optimization of Slag Content and Properties Improvement of Metakaolin-slag Geopolymer Mixes
Geopolymers mixes were fabricated from Metakaolin (MK) and Blast Furnace Slag (BFS) waste material in the presence of sodium hydroxide and sodium silicate which were used as alkali activators. To optimize the suitable amount of slag, eleven batches were designed, mixed and homogenized for 30 min.To determine the suitable amount of liquid required for pasting, normal consistency and setting time were determined. The physico-mechanical properties at different curing agesi.e. 3, 7, 28 and 90 days, were determined. X-ray diffraction and scanning electron microscope were used to investigate phase composition and microstructure.To guarantee forming geopolymer gel and to check its amount, HCl extraction test was performed. Salicylic acid/methanol extraction was also performed to verify the presence and amount of Calcium Silicate Hydrate (CSH). The results revealed that calcium-rich slag (BFS) accelerated the hardening process and decreased the alkaline liquid consistency. For geopolymer without BFS, two phases, namely; un-reacted metakaolin and geopolymer gel were formed. For geopolymers with BFS, three phases were formed, namely; un-reacted metakaolin, geopolymer gel and CSH with aluminum substitution (CASH) gel. The bulk density was increased with increasing BFS and curing time. The strength was increased with increasing of BFS, reaching its maximum (about 120 MPa) for the specimen containing 70% slag, cured for 28 days.
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