Department of Civil Engineering, Faculty of Engineering, Khon Kaen University, Khon Kaen 40002, Thailand.
Waste Manag. 2010 Apr;30(4):667-72. doi: 10.1016/j.wasman.2009.09.040. Epub 2009 Oct 23.
In this paper, synthesis of geopolymer from fluidized bed combustion (FBC) ash and pulverized coal combustion (PCC) fly ash was studied in order to effectively utilize both ashes. FBC-fly ash and bottom ash were inter-ground to three different finenesses. The ashes were mixed with as-received PCC-fly ash in various proportions and used as source material for synthesis of geopolymer. Sodium silicate (Na(2)SiO(3)) and 10M sodium hydroxide (NaOH) solutions at mass ratio of Na(2)SiO(3)/NaOH of 1.5 and curing temperature of 65 degrees C for 48h were used for making geopolymer. X-ray diffraction (XRD), scanning electron microscopy (SEM), degree of reaction, and thermal gravimetric analysis (TGA) were performed on the geopolymer pastes. Compressive strength was also tested on geopolymer mortars. The results show that high strength geopolymer mortars of 35.0-44.0MPa can be produced using mixture of ground FBC ash and as-received PCC-fly ash. Fine FBC ash is more reactive and results in higher degree of reaction and higher strength geopolymer as compared to the use of coarser FBC ash. Grinding increases reactivity of ash by means of increasing surface area and the amount of reactive phase of the ash. In addition, the packing effect due to fine particles also contributed to increase in strength of geopolymers.
本文研究了从流化床燃烧(FBC)灰和煤粉燃烧(PCC)飞灰中合成地质聚合物,以有效地利用这两种灰。将 FBC 灰和底灰进行不同的细磨,然后与原状的 PCC 飞灰以不同的比例混合,用作合成地质聚合物的原料。使用模数为 1.5 的硅酸钠(Na2SiO3)和 10M 氢氧化钠(NaOH)溶液,在 65°C 下养护 48 小时,制备地质聚合物。对地质聚合物浆体进行了 X 射线衍射(XRD)、扫描电子显微镜(SEM)、反应程度和热重分析(TGA)测试。还对地质聚合物砂浆进行了抗压强度测试。结果表明,使用细磨的 FBC 灰和原状的 PCC 飞灰混合物可以制备出 35.0-44.0MPa 的高强度地质聚合物砂浆。与使用较粗的 FBC 灰相比,细 FBC 灰具有更高的反应性,导致更高的反应程度和更高的地质聚合物强度。细磨通过增加表面积和灰分的反应相数量来提高灰分的反应性。此外,由于细颗粒的填充效应也有助于提高地质聚合物的强度。