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氧化物组分摩尔比对偏高岭土基地聚合物力学性能及结构的影响 被引量:1

Effects of the molar ratio of oxide components on the mechanical properties and structure of metakaolin geopolymer
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摘要 以偏高岭土、水玻璃和氢氧化钠为主要原料制备地聚合物,研究了氧化物组分摩尔比(n(SiO_2)/n(Al_2O_3)、n(Na2O)/n(Al_2O_3)和n(H2O)/n(Al_2O_3))对偏高岭土基地聚合物抗压强度的影响,采用X射线衍射(XRD)和傅里叶变换红外光谱(FTIR)对地聚合物的结构和组成进行了分析。结果表明,三种摩尔比在一定范围内均存在最佳值,在最佳配比下制得的地聚合物样品3,7,28 d抗压强度分别为62.6,69.4,77.2 MPa。在地聚合反应中,主要形成无定形凝胶结构,当n(SiO_2)/n(Al_2O_3)<3.6和n(Na2O)/n(Al_2O_3)<0.8时,产生结晶度良好的沸石晶体。 Geopolymer was prepared by using metakaolin,sodium silicate and sodium hydroxide as main raw materials. The effects of the molar ratio of oxide components n( SiO_2)/n( Al_2O_3),n( Na_2O)/n( Al_2O_3) and n( H_2 O)/n( Al_2O_3)) on the compressive strength of metakaolin geopolymer were investigated. The structure and components of geopolymers with different molar ratios of the oxide components were analyzed by means of X-ray diffraction( XRD) and Fourier transform infrared( FTIR). The results show that the molar ratio has an optimal value in a certain range. The geopolymer sample prepared with optimum molar ratios could reach the 3,7 d and 28 d compressive strength of 62. 6,69. 4,77. 2 MPa,respectively. During geopolymerization,the resulted products were amorphous phases gel structure,with Si O2/Al_2O_3 molar ratios less than 3. 6 and Na2 O/Al_2O_3 less than 0. 8,the resulted products were zeolite crystals with good crystallinity.
出处 《应用化工》 CAS CSCD 北大核心 2018年第1期74-78,83,共6页 Applied Chemical Industry
基金 国家自然科学基金项目(51541210)
关键词 地聚合物 摩尔比 抗压强度 结构 Geopolymer metakaolin sodium silicate sodium hydroxide materials molar ratio oxide components
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  • 1王濮.系统矿物学[M].北京:地质出版社,1984..
  • 2DAVIDOVITS J.Ancient and modern concretes:what is the real difference?[J].Concr Int,1987,9(12):23-35.
  • 3DAVIDOVITS J.Geopolymers and geopolymeric new materials[J].J Therm Anal,1989,35(2):429-441.
  • 4DAVIDOVITS J.Geopolymer chemistry and properties[A]// proceedings of the First European Conference on Soft Mineralogy[C],Compiegne,France,1988:25-48.
  • 5DAVIDOVITS J,DOUGLAS C,COMR1E J H.Geopolymeric confor environmental protection[J].Concr Int,1990,12(7):30-40.
  • 6DAVIDOVITS J.Geopolymer cement to minimize carbon-dioxde greenhouse-warming[J].Ceram Trans,1993,37:165-182.
  • 7DAVIDOVITS J.Recent progresses in concretes for nuclear waste and uranium waste containment[J].Concr Int,1994,16(12):3-58.
  • 8DAVIDOVITS J.High alkali cements for 21st century concretes[A]// Concrete Technology,Past,Present,and Future[C],America,1994:383-397.
  • 9LYON R E,FODEN A,BALAGURN P N,et al.Fire-resistant aluminosilicate composites[J].J Fire Mater,1997,21(2):67-73.
  • 10DAVIDOVITS J.Chemistry of geopolymeric systems,terminology[A]// Proceedings of Geopolymere '99[C],Saint-Quentin,France,1999:9-40.

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