摘要
本研究评价了在高性能混凝土中掺加粉煤灰-硅灰或磨细矿渣-硅灰的不同组合时的抗压强度、劈拉强度和氯离子渗透性。在水胶比0.28~0.33、总胶凝材料用量500~550kg/m3下,采用这两种矿物掺和料组合替代30%~50%的硅酸盐水泥时,混凝土28d抗压强度大多为85~100MPa,28d劈拉强度大多为5.5~6.5MPa,并具有高工作性和很低的氯离子渗透性;混凝土的早期强度发展快,而且后期强度持续增长。含粉煤灰-硅灰或矿渣-硅灰的不同组合的混凝土的劈拉强度与抗压强度的比值为0.063~0.066。不存在一个对于抗压强度和劈拉强度都是最佳的掺和料组合。
This study evaluates the compressive strength,split tensile strength and chloride permeability of various combinations of fly ash and silica fume or granulated blast furnace slag and silica fume in highperformance concrete.It was determined that when these two combinations of mineral admixutres were used to replace 30 to 50 percent of Portland cement at waterbinder ratio of 0.28 to 0.33 and total binder content of 500 to 550 kg/m3,concretes can be produced with 28d compressive strength mostly between 85 to 100 MPa,28d split tensile strength mostly between 5.5 to 6.5 MPa,high workability,and very low chloride permeability.The concretes exhibited both a quick strength development at early age and a sustaining development later.The ratio of split tensile strength to compressive strength of concretes containing different combinations of FA and SF or GBS and SF were 0.063 to 0066.No optimum combination of blending materials existed for both compressive and split tensile strengths.
出处
《济南大学学报(自然科学版)》
CAS
1998年第S1期112-120,共9页
Journal of University of Jinan(Science and Technology)
关键词
复合掺加
抗压强度
劈拉强度
氯离子渗透性
粉煤灰
磨细矿渣
硅灰
combined addition
compressive strength
split tensile strength
chloride permeability
fly ash
granulated blast furnace slag
silica fume