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C40玻璃自密实再生混凝土配合比的设计研究
引用本文:王宗强,方光秀,薛白杨,贺小婷,王永.C40玻璃自密实再生混凝土配合比的设计研究[J].延边大学理工学报,2018,0(4):369-374.
作者姓名:王宗强  方光秀  薛白杨  贺小婷  王永
作者单位:( 延边大学 工学院, 吉林 延吉 133002 )
摘    要:为研究废弃玻璃与粉煤灰在自密实再生混凝土中的最佳取代率,在再生粗骨料取代率为20%的基础上,利用废弃玻璃取代天然细骨料(比例分别为0%、10%、20%、30%),同时等梯度增加粉煤灰取代水泥的比例(分别为20%、30%、40%).通过测定混凝土坍落扩展度判定混凝土的流动性,并测定混凝土的7、14、28、56 d抗压强度.试验结果表明,当废弃玻璃与粉煤灰的最佳取代率分别为20%和30%时,自密实再生混凝土的力学性能和经济性达到最佳.

关 键 词:废弃玻璃  自密实混凝土  再生混凝土  粉煤灰

The study and design of C40 waste glass self-compacting recycled concrete mix
WANG Zongqiang,FANG Guangxiu,XUE Baiyang,HE Xiaoting,WANG Yong.The study and design of C40 waste glass self-compacting recycled concrete mix[J].Journal of Yanbian University (Natural Science),2018,0(4):369-374.
Authors:WANG Zongqiang  FANG Guangxiu  XUE Baiyang  HE Xiaoting  WANG Yong
Affiliation:( Institute of Technology of Yanbian University, Yanji 133002, China )
Abstract:In order to study the optimal substitution rate of waste glass and fly ash in selfk-compacting recycled concrete, the paper substitutes the rate of replacement of natural fine aggregate by 20% on the basis of controlling the replacement ratio of recycled coarse aggregate to 0%, 10%, 20%, 30%. At the same time, the proportion of fly ash instead of cement is equal to 20%, 30%, 40%. The fluidity of concrete was determined by measuring the slump expansion of concrete and the compressive strength of concrete at 7 d, 14 d, 28 d and 56 d was measured. The experimental results show that: when the optimum substitution rates of waste glass and fly ash are 20% and 30%, respectively, the mechanical properties and economic performance of recycled concrete from the close chamber are optimal.
Keywords:waste glass  self-compacting concrete  recycled concrete  fly ash
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