玄武岩纤维(basalt fiber,BF)是一种新型无机纤维材料,具有较好的延性,抗拉强度高,密度小,且在建筑工程使用中具有较突出的经济优势,为再生混凝土力学性能的改善提供新的思路.针对C30混凝土强度等级,研究了玄武岩纤维掺量(体积分数,下同)分别在0.1%、0.2%、0.3%情况下,不同再生粗骨料替代率的抗压和劈裂抗拉性能.试验结果表明,玄武岩纤维会降低再生混凝土的流动性,增大水泥基体间的摩擦力,并对再生混凝土立方体抗压强度和劈裂拉伸强度具有一定的增强、增韧效果.玄武岩纤维掺量为0.3%,再生粗骨料替代率40%时C30混凝土抗压强度达到最大值.纤维掺量为0.1%时,再生混凝土劈裂拉伸强度的增加趋于稳定,为再生粗骨料在混凝土工程实践中的应用提供指导和借鉴.
Basalt fiber is a new inorganic fiber material with good ductility,high tensile strength,low density and outstanding economical advantages in building construction.It provides a new idea for the improvement of the mechanical properties of recycled concrete.For C30 strength grade of concrete,the compressive strength and splitting tensile strength of basalt fiber reinforced recycled aggregate concrete(RAC)with fiber dosage of 0.1%,0.2% and 0.3% were tested.Results show that the basalt fiber will reduce the fluidity of recycled concrete,and increase the friction between the cement matrices.Furthermore,it can also enhance the compressive strength and tensile strength of the recycled concrete.In particular,when the dosage of basalt fiber was 0.3% and the replacement ratio of coarse aggregate was 40%,the compressive strength reached the maximum for C30 strength grade of concrete.When the fiber dosage is 0.1%,the growth trend of the tensile strength of recycled concrete is stable.The study can provide- guidance and reference for the application of recycled aggregate in concrete engineering practice.
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