Synthesis of Geopolymer from Coal Fly Ash and its Comparative Study with Fly Ash Based Ordinary Nepalese Cement

D. Gurung, V. Jha
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引用次数: 3

Abstract

The world cement industry is responsible for 5-8 % of the total CO2 emission. Thus, the cement industry has a crucial role in global warming. The search for an alternative green inorganic binder with improved durability led to the discovery of alkali-activated binder termed “geopolymer”. In this study, geopolymer was synthesized from coal fly ash (CFA) with the parameters such as particle size ≤ 53 μm, NaOH concentration 8 M and the mass ratio of CFA/Na2SiO3 was 0.75. For the comparative study with fly ash based cement, the cement mortars were prepared by varying the cements and mass ratio. The highest compressive strength (14.16 MPa) of the cement mortar was however obtained with 1:3 cement sand ratio after 7 days of curing, the ratio of 1:4 was considered for comparison. The cement and geopolymer mixture mortars were also prepared with varying (cement + sand) and (CFA+ NaOH+ Na2SiO3) mass ratio. The maximum compressive strength of 3.84 MPa was obtained for 1:2 mass ratio with 7 days of curing. The maximum compressive strengths of CFA based geopolymer, CFA added cement and cement and geopolymer mixture were 17.06, 21.3 and 11.42 MPa with 90 days of curing respectively.
粉煤灰合成地聚合物及其与粉煤灰基普通尼泊尔水泥的对比研究
世界水泥工业的二氧化碳排放量占总排放量的5- 8%。因此,水泥行业在全球变暖中扮演着至关重要的角色。在寻找一种可替代的绿色无机粘合剂的过程中,人们发现了一种被称为“地聚合物”的碱活化粘合剂。本研究以粉煤灰(CFA)为原料,以粒径≤53 μm、NaOH浓度为8 M、CFA/Na2SiO3质量比为0.75为参数合成地聚合物。为了与粉煤灰基水泥进行对比研究,通过改变水泥和质量比制备水泥砂浆。养护7 d后,水泥砂浆的抗压强度以1:3的水泥砂比最高,为14.16 MPa,以1:4的水泥砂比进行比较。还制备了不同质量比(水泥+砂)和(CFA+ NaOH+ Na2SiO3)的水泥-地聚合物混合砂浆。在质量比为1:2、养护时间为7 d的条件下,最大抗压强度为3.84 MPa。在养护90 d时,CFA基地聚合物、CFA添加水泥和水泥与地聚合物混合料的最大抗压强度分别为17.06、21.3和11.42 MPa。
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