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EFFECTS OF VOLCANIC TUFF AS A PARTIAL REPLACEMENT FOR CEMENT ON THE COMPRESSIVE STRENGTH OF CONCRETE

机译:火山灰作为水泥的部分替代品对混凝土抗压强度的影响

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摘要

This study examined the use of volcanic tuff from Isparta (Turkey) Central Gelincik Village as a mineral admixture in the production of concrete. Chemically, the volcanic tuff is 80.5% SiO2, Al2O3, Fe2O3 and therefore matches the values needed for F-type fly ash in the ASTM C 618 standards, and meets the >= 70% requirement of total major oxides according to TS EN 450 standards. In the study, for concrete classes C20, C30 and C40, 9 mix samples were prepared at 10, 15 and 20% replacement rates and tested at 28 and 90 days for uniaxial compressive strength. The most suitable replacement ratio (apart from deviation in the V40/10 series) was found to be 20%. When the 20% replacement ratio is accepted, using volcanic tuff to make 1 m(3) of concrete saves 65 kg cement in C20, 84 kg in C30 and 108 kg in C40 concrete.
机译:这项研究检查了伊斯帕塔(土耳其)中央盖林西克村的火山凝灰岩在混凝土生产中作为矿物掺合料的用途。在化学上,火山凝灰是80.5%SiO2,Al2O3,Fe2O3,因此符合ASTM C 618标准中F型粉煤灰的要求,并且符合TS EN 450标准中总主要氧化物的> = 70%要求。在研究中,对于C20,C30和C40级混凝土,以10%,15%和20%的置换率制备了9个混合样品,并在28天和90天时测试了单轴抗压强度。发现最合适的更换率(V40 / 10系列中的偏差除外)为20%。当接受20%的替代率时,使用火山凝灰岩制造1 m(3)混凝土可在C20中节省65公斤水泥,在C30中节省84公斤水泥,在C40混凝土中节省108公斤水泥。

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