阿拉伯树胶-木屑灰混凝土的密度和机械强度。

A. Elinwa, Mustapha Maibulangu, Isaiah Ogbo, A. Salisu
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摘要

混凝土的密度和力学强度是研究混凝土结构的重要指标。通过试验研究了木屑灰分(SDA)和阿拉伯树胶(GA)对混凝土性能的影响。在研究这些影响时,四种混凝土混合物分别被指定为C/00SDA:GA-00、C/00-SDA:GA-0.5、C/10-SDA:GA-0.5和C/30-SDA:GA-0.5。Mix with C/00-SDA:GA-00为对照(含0% SDA和GA),混合比例为1:2.24:2.71。水泥掺量为370 kg/m3,水灰比为0.5。其他混合料含有0.5% GA(仅含),或0.5% GA加10% SDA或30% SDA用重量%水泥替代,视情况而定。结果表明,GA和SDA的掺入对混凝土参数有不同程度的影响。0.5% GA的作用降低了立方体样品的密度,但增加了梁状和圆柱状样品的密度。另一方面,所有样品的机械强度都有所提高。采用遗传算法和SDA方法降低了所有混凝土样品的机械强度。然而,添加10% SDA可使Ca (OH) 2减少54%,添加30% SDA可使Ca (OH) 2减少12%。建立的密度和力学强度经验模型具有较好的预测效果,相对预测误差(RPE)在0.00% ~ 0.045%之间。
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Density and Mechanical Strength of Gum Arabic-Sawdust Ash Concrete.
The density and mechanical strengths of concrete are important properties in the study of concrete structures. An experimental study was mounted to study these concrete properties and the effects of using sawdust ash (SDA) and gum Arabic (GA). In studying these effects four concrete mixtures designated as C/00SDA:GA-00, C/00-SDA:GA-0.5, C/10-SDA:GA-0.5, and C/30-SDA:GA-0.5, respectively. The Mix with C/00-SDA:GA-00, is the control (containing zero percent SDA and GA), with a mix proportion of 1: 2.24: 2.71. The cement content was 370 kg/m3 with a water-cement ratio of 0.5. The other mixes contain either 0.5 % GA (only), or 0.5 % GA with 10 % SDA or 30 % SDA replacement by wt. % of cement, as the case may be. The results showed that the addition of GA and SDA to concrete have various degrees of effects on the concrete parameters. The effect of 0.5 % GA decreased the density of the cube sample but increased the beam and the cylinder samples. On the other hand, the mechanical strengths were increased for all the samples. Using GA with SDA reduced the mechanical strengths of all the concrete samples. However, Ca (OH) 2 was reduced by 54 % by the addition of 10 % SDA and 12 % by 30 % SDA addition by wt. % of cement. The empirical models developed on the density and mechanical strengths showed good predictive values with relative predictive errors (RPE) ranging from 0.00% to 0.045 %.
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