摘要
为探究透水混凝土强度和透水性能受掺合料及砂率的影响规律,文章采用正交试验方法,研究了不同硅灰、矿粉、粉煤灰掺量和砂率对透水混凝土强度和透水系数的影响。结果显示,透水系数随砂率的增加而逐渐降低,随硅灰、矿粉和粉煤灰掺量的增大呈先上升后下降的变化规律;28 d抗压强度随粉煤灰掺量和砂率的增大呈先上升后下降的变化特征,随硅灰、矿粉掺量的增大而提高。
In order to explore the influence of admixture and sand ratio on the strength and permeability of permeable concrete,the orthogonal experiment method is used to study the influence of different amount of silica fume,mineral powder,fly ash content and sand ratio on the strength and permeability coefficient of permeable concrete.The results show that the permeability coefficient gradually decreases with the increase of sand ratio,and increases first and then decreases with the increase of silica fume,mineral powder and fly ash content.The 28 d compressive strength increases first and then decreases with the increase of fly ash content and sand ratio,and increases with the increase of silica fume and mineral powder content.
作者
郭继东
GUO Jidong(Liaoning Provincial Water Resources Affairs Service Center,Shenyang 110003,Liaoning,China)
出处
《工程技术研究》
2023年第20期99-103,共5页
Engineering and Technological Research
关键词
透水混凝土
正交试验
透水系数
力学强度
抗压强度
permeable concrete
orthogonal experiment
permeability coefficient
mechanical strength
compressive strength