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活性粉末混凝土配合比优化试验研究
引用本文:李宏斌,白永兵,郝文秀,徐晓.活性粉末混凝土配合比优化试验研究[J].河北农业大学学报,2009,32(5).
作者姓名:李宏斌  白永兵  郝文秀  徐晓
作者单位:河北农业大学,城乡建设学院,河北,保定,071001
基金项目:河北省科技支撑计划项目,河北省教育厅资助项目 
摘    要:活性粉末混凝土(Reactive Powder concrete,简称RPC)是一种具有超高性能和超高强度的水泥基复合材料。通过活性粉末混凝土(RPC)的配制试验,采用单因素优化方法,系统地研究水胶比、高效减水剂和硅灰的掺量对RPC抗折、抗压强度的影响规律。在考虑强度指标、造价及施工方便的基础上,提出了活性粉末混凝土最优配合比:水胶比(W/B)为0.21,硅灰水泥比(SF/C)为0.21,减水剂(SU/B)为3%。

关 键 词:活性粉末混凝土  配合比  优化  试验

Experimental study on the optimization proportions of raw materials of reactive powder concrete
LI Hong-bin,BAI Yong-bing,HAO Wen-xiu,XU Xiao.Experimental study on the optimization proportions of raw materials of reactive powder concrete[J].Journal of Agricultural University of Hebei,2009,32(5).
Authors:LI Hong-bin  BAI Yong-bing  HAO Wen-xiu  XU Xiao
Institution:LI Hong-bin,BAI Yong-bing,HAO Wen-xiu,XU Xiao(College of Urban , Rural Construction,Agricultural University of Hebei,Baoding 071001,China)
Abstract:The proportion of reactive powder concrete was studied by using the single factor optimum method,and the factors affecting the flexural strength and compressive strength of reactive powder concrete were analyzed,including the water and binder ratio,superplasticizer and silica fume.Based on the flexural strength,compressive strength,cost and actual construction,the optimum proportions of reactive powder concrete were proposed.
Keywords:reactive powder concrete  proportions of raw materials  optimization  experiment  
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