首页|石灰石粉硅灰复合胶凝体系预制梁混凝土试验研究

石灰石粉硅灰复合胶凝体系预制梁混凝土试验研究

扫码查看
文中研究了石灰石粉、硅灰以不同比例取代粉煤灰的预制梁混凝土工作性能及物理力学性能变化规律,并结合扫描电镜分析其对混凝土微观形貌的影响,从微观层面揭示石灰石粉硅灰复掺胶凝体系影响混凝土性能的微观机理.结果表明,石灰石粉取代粉煤灰掺量的 67%、硅灰取代粉煤灰掺量的 33%,预制梁混凝土性能最佳,相较于基准混凝土,坍落度提高 10%,扩展度提高6.3%,1 h坍落度、扩展度经时损失分别下降了 33.3%,37.5%;3,7,28 d 抗压强度分别提高3.2%,4.2%,12.6%;3,7,28 d弹性模量分别提高 3.5%、3.7%、6.1%;干缩率接近基准混凝土.复合胶凝体系混凝土微观结构中C—S—H 凝胶比例大幅提高,C—S—H 凝胶聚集成层状,对混凝土起到更好的填充和黏结作用.按适宜比例复掺的石灰石粉硅灰预制梁混凝土工作性能和力学性能要优于单掺粉煤灰,并且不影响混凝土的干缩变形.
Experimental Study on the Precast Beam Concrete with Composite Cementing System Composed of Limestone Powder and Silica Fume
The working performance,physical and mechanical properties of precast beam concrete with different proportions of limestone powder and silica fume replacing fly ash are studied,and the effect on the microstructure of concrete is analyzed by scanning electron microscopy,which reveals the mi-croscopic mechanism of the influence of limestone powder and silica fume mixed cementing system on concrete properties from the microscopic level.The results of the study show that the best perform-ance of precast beam concrete is achieved by replacing 67%of fly ash with limestone powder and 33%of fly ash with silica fume.Compared to the base concrete,the slump value increases by 10%,the slump expansion value increases by 6.3%,the 1 h slump and expansion loss through time reduces by 33.3%and 37.5%respectively,the 3 d,7 d and 28 d compressive strengths increases by 3.2%,4.2%and 12.6%respectively,the 3 d,7 d and 28 d modulus of elasticity increases by 3.5%,3.7%and 6.1%respectively,and the dry shrinkage is close to that of the base concrete.The proportion of C—S—H gel in the microstructure of concrete of composite cementing system is greatly increased,and C—S—H gel gathers into layers,which plays a better role in filling and bonding of concrete.The working and mechanical properties of precast beam concrete mixed with limestone powder and silica fume in proper proportion are better than those of single fly ash,and the dry shrinkage deformation of concrete is not affected.

precast beam concretecomposite cementitious systemworking performancemechanical performancemicroscopic mechanism

李宝清、袁文、赵春东、朱云升

展开 >

四川省交通建设集团有限责任公司 成都 610047

武汉理工大学交通与物流工程学院 武汉 430063

预制梁混凝土 复合胶凝体系 工作性能 力学性能 微观机理

2024

交通科技
武汉理工大学

交通科技

影响因子:0.495
ISSN:1671-7570
年,卷(期):2024.(1)
  • 6