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碱锂渣混凝土的孔径分布与活性评价 被引量:11

Activity Evaluation and Pore Distribution of Lithium Slag Concrete under Alkali-activated
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摘要 为研究大掺量下锂渣混凝土的性能,采用氯离子渗透、吸水动力学、活性评价等方法分析了碱锂渣混凝土的力学性能、氯离子渗透性能、孔结构参数和活性因子。结果表明,锂渣掺量在40%以内时,掺碱混凝土的活性因子、抗压强度均较未掺碱时大;掺碱后混凝土的孔径均匀性较不掺碱时更大,平均孔径则更小;碱的使用激发了锂渣活性,有利于大掺量锂渣的利用,为利用碱锂渣制备混凝土提供了理论参考。 In order to study the performance of high volume lithium slag concrete,the mechanical properties,chloride ion permeability,pore structure parameters and active factor of alkali lithium slag concrete were analyzed by using chlorine ion permeability,water dynamics,active evaluation method.The results show that the activity factor,compressive strength and pore uniformity of the concrete mixed with alkaline are larger,and the average pore size is smaller when lithium slag content is within 40%.The activity of lithium slag is stimulated by alkaline,which promotes the use of lithium slag.So,it provides theoretical basis for lithium slag in concrete and mortar.
出处 《水电能源科学》 北大核心 2016年第1期119-122,110,共5页 Water Resources and Power
基金 新疆维吾尔自治区研究生科研创新项目(XJGRI2014072) 新疆维吾尔自治区高校科研计划青年教师科研启动基金(XJEDU2013S09) 新疆水利水电工程重点学科基金项目(XJzdxk-2010-02-12) 国家高等学校博士点专项科研基金项目(20106504110005)
关键词 碱激发 锂渣 混凝土 力学性能 孔径分布 活性评价 alkali activated lithium slag concrete mechanical properties pore distribution activity evaluation
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  • 1张兰芳,陈剑雄,岳瑜,包安锋.锂渣高强混凝土的试验研究[J].新型建筑材料,2005,32(3):29-31. 被引量:19
  • 2周梅,刘睿,郭彦霜.掺合料品种与用量对混凝土性能的影响[J].辽宁工程技术大学学报(自然科学版),2006,25(2):211-213. 被引量:10
  • 3DAVIDOVITS J. Geopolymers and geopolymeric new materi-als[J]. J ThermAnal, 1989, 35: 429-441.
  • 4LYON R E, FODEN A, BALAGURU P N, et al. Fire-resistant aluminosilicate composites[J]. J Fire Mater, 1997,21:67-73.
  • 5DAVIDOVITS J. High alkali cements for 21st century concretes[A]. In:MEHTA P K ed. Concrete Technology,Past, Present, and Future[C]. Detroit: American Concrete Institute, SP-144, 1994. 383-397.
  • 6DAVIDOVITS J. Geopolymer chemistry and properties[A].In: DAVIDOVITS J, ORILINSKI J eds. Geopolymer 88",Proceedings of the First European Conference on Soft Mineralogy [C]. France: Universite de Technologe, Compi~gne,1988. 25-48.
  • 7MOURET M, BASCOUL A, ESCADEILLAS G. Micro-structural features of concrete in relation to initial temperature——SEM and ESEM characterization[J]. Cem Concr Res, 1999, 29: 369-375.
  • 8KNUT 0 K, HAMLIN M J. Observations of microcracking in cement paste upon drying and rewetting by environmental scanning electron microscopy[J]. Adv Cem Based Mater,1996, 3:14-19.
  • 9SU Z, SUJATA K, BIJEN J M, et al. The evolution of the microstructure in styrene acrylate polymer-modified cementpastes at the early stage of cement hydration [J]. Adv Cem Based Mater, 1996, 3: 87-93.
  • 10DAVIDE Z, SURENDRA P S. Early age microstructure of the paste-aggregate interface and its evolution[J]. J Mater Res, 1998, 13(7).. 1 888-1 898.

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