Volume 37 Issue 8
Aug.  2020
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GU Gonghui, XU Fang, ZHOU Yu, et al. Formation mechanism of early strength in geopolymer based on molar ratio of mineral components[J]. Acta Materiae Compositae Sinica, 2020, 37(8): 2036-2044. doi: 10.13801/j.cnki.fhclxb.20191206.004
Citation: GU Gonghui, XU Fang, ZHOU Yu, et al. Formation mechanism of early strength in geopolymer based on molar ratio of mineral components[J]. Acta Materiae Compositae Sinica, 2020, 37(8): 2036-2044. doi: 10.13801/j.cnki.fhclxb.20191206.004

Formation mechanism of early strength in geopolymer based on molar ratio of mineral components

doi: 10.13801/j.cnki.fhclxb.20191206.004
  • Received Date: 2019-09-25
  • Accepted Date: 2019-10-29
  • Available Online: 2019-12-06
  • Publish Date: 2020-08-15
  • X-ray diffraction (XRD) and scanning electron microscopy (SEM) were used to observe the compound change law of geopolymer reaction and the hydration reaction of calcium silicate by adjusting the molar ratio of SiO2/Al2O3, CaO/Al2O3 and Na2O/Al2O3 in the geopolymer. Then the compound synergistic effect of geopolymer reaction and the hydration reaction of CaSiO3 was explored. Furthermore, the formation mechanism of early strength in geopolymer was revealed. The results show that the geopolymer reaction products contain a certain amount of quartz component. The physical properties and chemical properties of quartz are very stable and the quartz strength is high. The products of hydration reaction of CaSiO3 are mainly CaSiO3 hydrate whose internal structure is loose. With the mole ratios of SiO2/Al2O3 and CaO/Al2O3 increasing, the degree of geopolymer reaction increases first and then decreases, and the degree of hydration reaction of CaSiO3 increases first and then stabilizes and is greater than the degree of geological polymer reaction. When the SiO2/Al2O3 molar ratio is 3.8 and the CaO/Al2O3 molar ratio is 2.750, the compound synergistic effect of geopolymer reaction and hydration reaction of CaSiO3 is the best. At this time, the proportion of quartz in geopolymer is about 66wt%, the proportion of CaSiO3 hydrate in geopolymer is about 24wt% and the mechanical properties are good.

     

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  • [1]
    CLOETE S, GIUFFRIDA A, ROMANO M C, et al. The swing adsorption reactor cluster for post-combustion CO<sub>2</sub> capture from cement plants[J]. Journal of Cleaner Production,2019,223:692-703. doi: 10.1016/j.jclepro.2019.03.109
    [2]
    HE Z, ZHU X, WANG J, et al. Comparison of CO<sub>2</sub> emissions from OPC and recycled cement production[J]. Construction and Building Materials,2019,211:965-973. doi: 10.1016/j.conbuildmat.2019.03.289
    [3]
    XU F, GU G H, ZHANG W, et al. Pore structure analysis and properties evaluations of fly ash-based geopolymer foams by chemical foaming method[J]. Ceramics International,2018,44(16):19989-19997. doi: 10.1016/j.ceramint.2018.07.267
    [4]
    阚黎黎, 段贝贝, 闫涛. 高延性纤维增强偏高岭土-粉煤灰基地聚合物在不同环境下的自愈合性能[J]. 复合材料学报, 2018, 35(10):2841-2850.

    KAN L L, DUAN B B, YAN T. Self-healing characteristics of engineered geopolymer composites incorporating metakaolin and fly ash under different environments[J]. Acta Materiae Compositae Sinica,2018,35(10):2841-2850(in Chinese).
    [5]
    BOEKE N, BIRCH G D, NYALE S M, et al. New synthesis method for the production of coal fly ash-based foamed geopolymers[J]. Construction and Building Materials,2015,75:189-199. doi: 10.1016/j.conbuildmat.2014.07.041
    [6]
    ALOMAYRI T. Experimental study of the microstructural and mechanical properties of geopolymer paste with nano material (Al<sub>2</sub>O<sub>3</sub>)[J]. Journal of Building Engineering,2019,25:100788. doi: 10.1016/j.jobe.2019.100788
    [7]
    张云升, 孙伟, 李宗津. PVA短纤维增强粉煤灰-地聚合物基挤压复合材料的动态行为[J]. 复合材料学报, 2009, 26(3):147-154. doi: 10.3321/j.issn:1000-3851.2009.03.026

    ZHANG Y S, SUN W, LI Z J. Dynamical behavior of PVA short fiber reinforced fly ash-geopolymeric extrusion composite[J]. Acta Materiae Compositae Sinica,2009,26(3):147-154(in Chinese). doi: 10.3321/j.issn:1000-3851.2009.03.026
    [8]
    陈潇, 张浩宇, 霍神焕, 等. 壳聚糖改性地聚合物的力学及吸附性能[J]. 复合材料学报, 2019, 36(12):2959-2967.

    CHEN X, ZHANG H Y, HUO S H, et al. Mechanical and adsorption properties of the geopolymer modified by Chitosan[J]. Acta Materiae Compositae Sinica,2019,36(12):2959-2967(in Chinese).
    [9]
    XU F, DENG X, PENG C, et al. Mix design and flexural toughness of PVA fiber reinforced fly ash-geopolymer composites[J]. Construction and Building Materials,2017,150:179-189. doi: 10.1016/j.conbuildmat.2017.05.172
    [10]
    ZHANG Z, PROVIS J L, REID A, et al. Geopolymer foam concrete: An emerging material for sustainable construction[J]. Construction and Building Materials,2014,56:113-127. doi: 10.1016/j.conbuildmat.2014.01.081
    [11]
    徐方, 顾功辉, 黄晓明, 等. 地质聚合物泡沫混凝土气孔结构形成机理研究[J/OL]. 建筑材料学报: 1-17[2019-07-22]. http://kns.cnki.net/kcms/detail/31.1764.TU.20190716.1011.007.html.

    XU F, GU G H, HUANG X M, et al. Investigation on the formation mechanism of pore structure in geopolymer foams[J/OL]. Journal of Building Materials, 1-17[2019-07-22]. http://kns.cnki.net/kcms/detail/31.1764.TU.20190716.1011.007.html(in Chinese).
    [12]
    徐子芳, 杨政, 张娟. 污泥-高钙煤系废物制备地聚合物的技术与性能[J]. 复合材料学报, 2013, 30(5):113-118. doi: 10.3969/j.issn.1000-3851.2013.05.018

    XU Z F, YANG Z, ZHANG J. Preparation technology and properties of sludge-high calcium coal waste geopolymer[J]. Acta Materiae Compositae Sinica,2013,30(5):113-118(in Chinese). doi: 10.3969/j.issn.1000-3851.2013.05.018
    [13]
    HADI M N S, ZHANG H, PARKINSON S. Optimum mix design of geopolymer pastes and concretes cured in ambient condition based on compressive strength, setting time and workability[J]. Journal of Building Engineering,2019,23:301-313. doi: 10.1016/j.jobe.2019.02.006
    [14]
    SUN K K, PENG X Q, WANG S P, et al. Design method for the mix proportion of geopolymer concrete based on the paste thickness of coated aggregate[J]. Journal of Cleaner Production,2019,232:508-517. doi: 10.1016/j.jclepro.2019.05.254
    [15]
    CHITHAMBARAM S J, KUMAR S, PRASAD M M. Thermo-mechanical characteristics of geopolymer mortar[J]. Construction and Building Materials,2019,213:100-108. doi: 10.1016/j.conbuildmat.2019.04.051
    [16]
    MA C, ZHAO B, GUO S, et al. Properties and characterization of green one-part geopolymer activated by composite activators[J]. Journal of Cleaner Production,2019,220:188-199. doi: 10.1016/j.jclepro.2019.02.159
    [17]
    CHEN X, NIU Z, WANG J, et al. Effect of sodium polyacrylate on mechanical properties and microstructure of metakaolin-based geopolymer with different SiO<sub>2</sub>/Al<sub>2</sub>O<sub>3</sub> ratio[J]. Ceramics International,2018,44(15):18173-18180. doi: 10.1016/j.ceramint.2018.07.025
    [18]
    张鹏, 亢洛宜, 魏华, 等. 纳米SiO<sub>2</sub>和PVA纤维对地聚合物砂浆断裂性能的影响[J]. 建筑材料学报, 2019, 22(6):986-992.

    ZHANG P, KANG L Y, WEI H, etal. Effect of nano-SiO<sub>2</sub> and PVA fiber on fracture properties of geopolymer mortar[J]. Journal of Building Materials,2019,22(6):986-992(in Chinese).
    [19]
    JHONATHAN F R, NUNO C, FERNÁNDEZ-JIMÉNEZ A, et al. Synthesis of alkaline cements based on fly ash and metallurgic slag: Optimisation of the SiO<sub>2</sub>/Al<sub>2</sub>O<sub>3</sub> and Na<sub>2</sub>O/SiO<sub>2</sub> molar ratios using the response surface methodology[J]. Construction and Building Materials,2019,213:424-433. doi: 10.1016/j.conbuildmat.2019.04.097
    [20]
    SILVA P D, SAGOE-CRENSTIL K, SIRIVIVATNANON V. Kinetics of geopolymerization: Role of Al<sub>2</sub>O<sub>3</sub> and SiO<sub>2</sub>[J]. Cement and Concrete Research,2007,37(4):512-518. doi: 10.1016/j.cemconres.2007.01.003
    [21]
    BUMANIS G, VITOLA L, BAJARE D, et al. Impact of reactive SiO<sub>2</sub>/Al<sub>2</sub>O<sub>3</sub> ratio in precursor on durability of porous alkali activated materials[J]. Ceramics International,2017,43(7):5471-5477. doi: 10.1016/j.ceramint.2017.01.060
    [22]
    ZAWRAH M F, FARAG R S, KOHAIL M H. Improvement of physical and mechanical properties of geopolymer through addition of zircon[J]. Materials Chemistry and Physics,2018,217:90-97. doi: 10.1016/j.matchemphys.2018.06.024
    [23]
    KEPPERT M, VEJMELKOVÁ E, BEZDIČKA P, et al. Red-clay ceramic powders as geopolymer precursors: Consideration of amorphous portion and CaO content[J]. Applied Clay Science,2018,161:82-89. doi: 10.1016/j.clay.2018.04.019
    [24]
    国家质量技术监督局. 水泥胶砂强度检验方法(IOS法): GB/T17671—1999[S]. 北京: 中国标准出版社, 1999.

    The State Bureau of Quality and Technical Supervision. Method of testing cement-Determination of strength: GB/T17671—1999[S]. Beijing: China Standards Press, 1999(in Chinese).
    [25]
    彭小芹, 何丽娟. 水热法制备水化硅酸钙纳米粉体[J]. 重庆大学学报(自然科学版), 2005(5):59-62.

    PENG X Q, HE L J. Preparation of hydrated calcium silicate nanopowder by hydrothermal method[J]. Journal of Chongqing University (Natural Science Edition),2005(5):59-62(in Chinese).
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