武汉工程大学学报2026，Vol.48Issue(3)：349-354,6.DOI:10.19843/j.cnki.CN42-1779/TQ.202210001
透水再生混凝土配合比设计研究
Mixture proportion design of pervious recycled concrete
摘要
Abstract
Pervious concrete,as an environmentally friendly material,is widely used in various infrastructure applications.However,due to its unique structural characteristics such as high porosity,its physical properties and durability tend to degrade during long-term service.In this study,pervious recycled concrete was prepared using recycled aggregates.A four-factor,three-level orthogonal experiment was designed to investigate the effects of recycled aggregate replacement rate,particle gradation,water-cement ratio,and target porosity on the compressive strength and permeability coefficient of pervious recycled concrete.The range analysis method was employed to evaluate the influence of these factors.The results showed that the optimal physical performance was achieved when the recycled aggregate replacement rate was 50%,the particle gradation ratio was 3∶1,the water-cement ratio was 3∶10,and the target porosity was 18%.Under this optimal mix proportion,the compressive strength and permeability coefficient of the pervious recycled concrete reached 26.2 MPa and 2.3 mm/s,respectively.The findings of this study provide a theoretical basis for the preparation of pervious recycled concrete.关键词
透水再生混凝土/正交实验/配合比设计/抗压强度/渗透系数Key words
pervious recycled concrete/orthogonal experiment/mixture proportion design/compressive strength/permeability coefficient分类
建筑与水利引用本文复制引用
丁兆宇,边晓亚,任成强..透水再生混凝土配合比设计研究[J].武汉工程大学学报,2026,48(3):349-354,6.基金项目
国家自然科学基金(52078396) （52078396）
武汉工程大学大学生校长基金(XZJJ2021146) （XZJJ2021146）
