再生细骨料残余浆体对混凝土流变性和强度的影响
Effect of residual slurry of recycled fine aggregate on rheological properties and strength of concrete
胡立 1詹炳根 1洪丽 1张赵强 1李景哲 1陈语阳1
作者信息
- 1. 合肥工业大学土木与水利工程学院,安徽合肥 230009;水泥基材料低碳技术与装备教育部工程研究中心,安徽合肥 230009
- 折叠
摘要
文章开展再生细骨料残余浆体的定量表征实验、混凝土常规工作性能试验、流变性能试验和力学性能试验,研究不同残余浆体质量分数对再生细骨料混凝土流变性能和力学性能的影响.研究发现,再生骨料表面残余浆体的去除可以明显改善其基本性能,再生细骨料的使用会使新拌混凝土的坍落度和扩展度损失加快,屈服应力增大,塑性黏度降低.随着再生细骨料残余浆体质量分数的减少,用其制备出的再生混凝土的抗压强度和劈裂抗拉随之增大.当浆体质量分数为14.9％时,骨料水泥界面过渡区粘结紧密,再生细骨料混凝土的28 d抗压强度和劈裂抗拉强度分别为28.50、2.30 MPa,约为普通混凝土的89％、77％,表明较低残余浆体质量分数的再生细骨料可取代天然砂应用于混凝土中.
Abstract
Quantitative characterization experiments on the residual slurry of recycled fine aggregate were carried out,as well as conventional concrete workability tests,rheological properties tests and mechanical properties tests to investigate the effects of different residual slurry mass fractions on the rheological and mechanical properties of recycled fine aggregate concrete.It is found that the removal of residual slurry on the surface of recycled aggregate can significantly improve its basic properties,and the use of recycled fine aggregate will accelerate the slump and expansion loss,increase the yield stress and decrease the plastic viscosity of fresh concrete.As the mass fraction of residual slurry of re-cycled fine aggregate decreases,the compressive strength and splitting tensile of the recycled concrete prepared with it subsequently increase.When the mass fraction of slurry is 14.9％,the aggregate-ce-ment interfacial transition zone is tightly bonded,and the 28 d compressive strength and splitting ten-sile strength of recycled fine aggregate concrete are 28.50 and 2.30 MPa,respectively,which are a-bout 89％and 77％of tho se of normal concrete.Therefore,the recycled fine aggregate with lower re-sidual slurry mass fraction can replace natural sand in concrete applications.
关键词
再生混凝土/再生细骨料/残余浆体质量分数/流变性/力学性能Key words
recycled concrete/recycled fine aggregate/residual slurry mass fraction/rheological prop-erties/mechanical properties引用本文复制引用
基金项目
国家重点研发计划资助项目(2020YFC1909902)
出版年
2024
NETL
NSTL
维普
万方数据