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基于羟丙基甲基纤维素复合纳米Ca(OH)2的纸质档案脱酸加固 被引量:8
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作者 凡晓宇 胡道道 +1 位作者 梁兴唐 李润梅 《档案学研究》 CSSCI 北大核心 2018年第1期118-122,共5页
以羟丙基甲基纤维素(HPMC)为纳米氢氧化钙的稳定剂和纸质档案的加固剂,制备HPMC稳定的纳米Ca(OH)_2醇水分散液(H-C分散液),用于纸张脱酸加固处理。利用X射线衍射仪、激光粒度仪、紫外—可见分光光度计对H-C分散液进行表征,考察HPM... 以羟丙基甲基纤维素(HPMC)为纳米氢氧化钙的稳定剂和纸质档案的加固剂,制备HPMC稳定的纳米Ca(OH)_2醇水分散液(H-C分散液),用于纸张脱酸加固处理。利用X射线衍射仪、激光粒度仪、紫外—可见分光光度计对H-C分散液进行表征,考察HPMC对纳米Ca(OH)_2醇水分散液稳定性的影响;采用扫描电镜、pH计、万能材料试验机、耐折度仪等表征H-C分散液对纸张的脱酸加固作用。结果表明,HPMC可长时间稳定纳米Ca(OH)_2醇水分散液;对纳米Ca(OH)_2具有裹覆作用,提高其在纸张上的均匀分散并减少纳米Ca(OH)_2与纸张直接接触,减轻纳米Ca(OH)_2对纸张的影响。H-C分散液在提高纸张p H的同时增强纸张的机械性能,并为纸张提供了一定的碱储量。 展开更多
关键词 纳米ca(oh)2 HPMC 纸质档案 脱酸 加固
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TiO_2 nanoparticles' effects on properties of concrete using ground granulated blast furnace slag as binder 被引量:7
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作者 NAZARI Ali RIAHI Shadi 《Science China(Technological Sciences)》 SCIE EI CAS 2011年第11期3109-3118,共10页
In the present study, compressive strength, pore structure, thermal behavior and microstrncture characteristics of concrete containing ground granulated blast furnace slag and TiO2 nanoparticles as binder were investi... In the present study, compressive strength, pore structure, thermal behavior and microstrncture characteristics of concrete containing ground granulated blast furnace slag and TiO2 nanoparticles as binder were investigated. Portland cement was replaced by different amounts of ground granulated blast furnace slag and the properties of concrete specimens were investigated. Al- though it negatively impacts the properties of concrete at early ages, ground granulated blast furnace slag up to 45 wt% was found to improve the physical and mechanical properties of concrete at later ages. TiO2 nanoparticles with the average particle size of 15 nm were partially added to concrete with the optimum content of ground granulated blast furnace slag and physical and mechanical properties of the specimens were measured. TiO2 nanoparticle as a partial replacement of cement up to 3 wt% could accelerate C-S-H gel formation as a result of increased crystalline Ca(OH)2 amount at the early age of hydration and hence increase compressive strength of concrete. The increased TiO2 nanoparticles' content of more than 3 wt% may cause reduced compressive strength because of the decreased crystalline Ca(OH)2 content required for C-S-H gel formation and unsuitable dispersed nanoparticles in the concrete matrix. TiO2 nanoparticles could improve the pore structure of concrete and shift the distributed pores to harmless and less-harm pores. 展开更多
关键词 CONCRETE ground granulated blast furnace slag TiO2 nanoparticles compressive strength pore structure
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