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混凝土坍落度影响因素的试验研究

Experimental research on influence factors of concrete slump

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【作者】 邓初首夏勇

【Author】 DENG Chu-shou~1,XIA Yong~2(1.School of Architecture and Engineering,Anhui University of Technology,Ma’anshan 243002,China;2.Ma’anshan Construction Engineering Quality Examination Center,Ma’anshan 243000,China)

【机构】 安徽工业大学建筑工程学院马鞍山建设工程质量检测中心 安徽马鞍山243002安徽马鞍山243000

【摘要】 研究了在用水量一定时,砂率、水灰比、粉煤灰对混凝土坍落度的影响,并分析了粗集料最大粒径对坍落度的影响。结果表明:砂率有一个最佳值,此值下坍落度最大;不同水灰比的混凝土拌合物,通过适当增减砂率,可保持坍落度基本不变;与基准混凝土(不掺粉煤灰)相比,内掺II级粉煤灰的混凝土坍落度增大,内掺III级粉煤灰的混凝土坍落度减小。

【Abstract】 Using water quantity stably,influence of sand percentage,water-cement ratio,fly ash on concrete slump was studied,influence of maximum diameter of coarse aggregate on concrete slump was analyzed.The results indicate that sand percentage has a groove,and slump has a maximum numerical value in the groove.By adding or reducing sand percentage,it is attainable to keep the slumps of concrete with different water-cement ratio unchangeable.Compared with normal concrete,into which fly ash is not mixed,the slump of II-grade fly ash concrete increases,the slump of III-grade fly ash concrete minishes.

【关键词】 砂率水灰比粉煤灰坍落度
【Key words】 sand percentagewater-cement ratiofly ashslump
  • 【分类号】TU528.01
  • 【被引频次】42
  • 【下载频次】945
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