玻璃纤维编织网增强混凝土的配合比设计研究

Mix design of glass textile reinforced concrete

以玻璃纤维编织网增强混凝土为研究对象,研究出与纤维编织网相适应的混凝土基体配合比设计方法——参数设计法,并研究各材料的掺量对基体混凝土的影响,结果表明:采用参数设计法能够配制出不同强度等级的混凝土基体,通过试配和调整可以生产出满足工作性能和力学强度的基体混凝土,为工业化生产精细混凝土提供理论依据.

This paper, proposes, parameter design, method, to cope with textile reinforced concrete. After a study on the impact of material contents on matrix concrete, we have found that parametric design method can formulate concrete with different strength grade, meet the production base concrete working performance and mechanical strength through trial and adjustment, and lorovide a theoretical basis for the industrial nroduction of fine concrete.