In this paper,the influence of fly ash and silica fume on the compressive strength,flexural strength and frost resis-tance of cement mortar after ultra-low temperature freeze-thaw cycle(-190~20 ℃)was studied under different dosage of fly ash and silica fume.The results show that the deterioration degree of cement mortar after ultra-low temperature freeze-thaw cycle is much greater than that of low temperature freeze-thaw cycle(-20~20 ℃).Among them,when the double-doped fly ash is mixed with 15%and the silica fume is mixed with 10%,the mechanical performance of cement mortar is the best.After 10 super-low temperature freeze-thaw cycle,the flexural strength and compressive strength reach 10.06 MPa and 38.29 MPa respectively.At this time,the loss rate of cement mortar strength is the lowest and the frost resistance is the best;the pore size reaches a minimum of 33.15 nm,and the porosity is also a minimum of 13.58%.
关键词
超低温冻融循环/矿物掺合料/水泥砂浆/强度损失/抗冻性/孔隙结构
Key words
ultra-low temperature freeze-thaw cycle/mineral admixture/cement mortar/loss of strength/frost resistance/pore structure