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再生砼抗压强度的试验研究
引用本文:马静,王振波,王健.再生砼抗压强度的试验研究[J].淮阴工学院学报,2010,19(3):54-58.
作者姓名:马静  王振波  王健
作者单位:1. 宿迁学院,建筑工程系,江苏,宿迁,223800
2. 宿迁学院,建筑工程系,江苏,宿迁,223800;南京工业大学,土木工程学院,南京,211800
基金项目:住房和城乡建设部2008科学技术项目 
摘    要:研究不同再生粗骨料取代率混凝土棱柱体轴心抗压强度和立方体抗压强度的关系,在掺入减水剂与不掺减水剂两种配合比下再生粗骨料的取代率分别为0、30%、50%和100%。试验结果表明,再生混凝土轴心抗压强度比相同条件下的普通混凝土轴心抗压强度偏小,且随着再生粗骨料取代率的增加而减小。

关 键 词:再生混凝土  轴心抗压强度  立方体抗压强度

An Experimental Study on Compressive Strength of Recycled Aggregate Concrete
MA Jing,WANG Zhen-bo,WANG Jian.An Experimental Study on Compressive Strength of Recycled Aggregate Concrete[J].Journal of Huaiyin Institute of Technology,2010,19(3):54-58.
Authors:MA Jing  WANG Zhen-bo  WANG Jian
Affiliation:1. Department of Architectural Engineering,Suqian College,Suqian Jiangsu 223800,China; 2. College of Civil Engineering,Nanjing University of Technology,Nanjing 211800,China)
Abstract:The relationship between axial compressive strength and cube compressive strength of recycled aggregate concrete was discussed in the paper with different recycled coarse aggregate replacement ratio. The percentages of recycled coarse aggregate were 0,30% ,50% ,and 100% in the condition of having water-reducing agent and the condition without water-reducing agent. The experimental results show that the axial compressive strength of recycled aggregate concrete was smaller than the axial compressive strength of ordinary concrete under the same conditions. The axial compressive strength of recycled aggregate concrete would decrease when the recycled coarse aggregate replacement rate increases.
Keywords:recycled aggregate concrete  axial compressive strength  cube compressive strength
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