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含气量对新拌及硬化自密实混凝土气泡间距系数的影响 被引量:10

Influence of Air Content on Air-void Spacing Factors of Fresh and Hardened Self-compacted Concrete
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摘要 采用压力法、AVA仪和硬化混凝土孔隙结构分析仪测试了自密实混凝土的含气量、气泡间距系数与气泡比表面积,研究了含气量和龄期对自密实混凝土气泡间距系数的影响,讨论了具备良好抗冻性能自密实混凝土的临界含气量,探究了新拌自密实混凝土气泡间距系数与硬化自密实混凝土气泡间距系数之间的相关性。结果表明:新拌与硬化自密实混凝土气泡间距系数均随着自密实混凝土拌合物含气量的增加而减小,二者具有良好的相关性;随着混凝土龄期延长,气泡间距系数减小;当自密实混凝土拌合物含气量达到4%及以上时,其硬化体具备良好的抗冻性能。 The air content,air-void spacing factor and air-bubble specific surface area of self-compacting concrete(SCC) were measured by pressure method,air-void analyzer(AVA) and hardened concrete pore structure analyzer. The influence of air content and age on the air-void spacing factor of SCC was studied. The critical air content of SCCwith good frost resistance was discussed,and the correlation between the air-void spacing factors of fresh SCCand hardened SCC was investigated. The results showthat the air-void spacing factors of fresh SCC and hardened SCCdecrease with the increase of the air content of the SCCmixture,which means the air-void spacing factor and air content are in good correlation. As the age of concrete increases,the air-void spacing factor decreases.When the air content of the SCCmixture is not less than 4%,the hardened SCC has good frost resistance.
作者 易忠来
出处 《铁道建筑》 北大核心 2017年第5期138-141,共4页 Railway Engineering
基金 国家自然科学基金(51308546) 铁道科学技术研究发展中心项目(J2015G007) 中国铁路总公司科技研究开发计划(2015G001-H)
关键词 自密实混凝土 试验研究 含气量 气泡间距系数 比表面积 龄期 抗冻性能 Self-compacted concrete Experimental study Air content Air-void spacing factor Specific surface area Age Frost resistance
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