摘要
进行了再生混凝土配合比设计,完成了再生混凝土基本力学性能相关试验,并以天然骨料混凝土作为基准进行对比,主要研究了再生混凝土的立方体抗压强度、立方体劈裂抗拉强度、抗折强度的影响因素及变化规律。通过试验数据的统计回归,建立了再生混凝土抗压强度公式,给出了再生混凝土各项强度指标之间关系式。
In this paper, the mix proportion design of recycled aggregate concrete is put through; ex- periments On basic mechanical properties of recycled concrete are completed; using natural aggregate concrete as the benchmark for targeted comparative test, influence factors and law of variation on the cube compression strength, splitting tensile strength and flexural strength of recycled aggregate con- crete are experimental evaluated. Based on the data regression, intensity formula of recycled aggregate concrete is comfirmed throught the experiment, also, relationships between compression strength , tensile strength and flexural strength of recycled aggregate concrete are established.
出处
《安徽建筑工业学院学报(自然科学版)》
2008年第6期4-8,共5页
Journal of Anhui Institute of Architecture(Natural Science)
关键词
再生骨料
再生混凝土
抗压强度
抗拉强度
抗折强度
recycled aggregate
recycled aggregate concrete
compression strength
tensile strength
flexural strength