肥皂厂废水对混凝土物理力学性能的影响

Zoyem Gouafo Mathurin, Talla Pierre Kisito, Gouafo Casimir, Ngapgue Francois, Médard Fogue
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引用次数: 1

摘要

水资源管理是世界上所有国家的主要优先事项之一,喀麦隆等发展中国家更是如此。本研究项目的目的是评估使用肥皂废水对混凝土物理力学性能的影响。该实验测试程序旨在评估改变肥皂厂废水浓度作为自来水替代品的影响。通过改变肥皂厂废水的比例,分别为0%、40%、60%、80%和100%,制备了圆柱形混凝土试件;视水灰比0.5、0.6、0.7而定。柱状混凝土试件分别在3、7、28、60和90天的龄期进行试验;连续施加载荷,失效时自动测量断裂应力。本项目进行的试验结果表明,用肥皂厂废水代替自来水配制混凝土,导致混凝土艾布拉姆锥沉降值降低,推迟水泥开始凝结,导致混凝土抗压强度降低,导致混凝土基质在早期形成孔隙。已经建立了相关关系,以量化混凝土强度损失作为污染水含量和水灰比变化的函数。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Influence of Soap Factory Wastewater on the Physical and Mechanical Performance of Concrete
The management of water resources is one of the major priorities in all countries of the world and even more so in developing countries such as Cameroon. The purpose of this research project is to assess the influence of the use of soap wastewater on the physical and mechanical performance of concrete. The experimental test program was designed to assess the impact of varying the concentration of soap factory wastewater as a replacement for tap water. Cylindrical concrete test pieces were made by varying the proportion of wastewater from soap factories at a rate of 0%, 40%, 60%, 80% and 100%; depending on the water/cement ratio of 0.5, 0.6 and 0.7. These cylindrical concrete specimens were tested at the ages of 3, 7, 28, 60 and 90 days; the load was applied consistently and the breaking stress was measured automatically at failure. The results of the experimental tests carried out in this project indicate that the use of wastewater from the soap factory for the preparation of concrete as a replacement for tap water induces a decrease in the value of the subsidence at the abrams cone of the concrete, delays the start of the setting of the cement, leads to a reduction in the compressive strength of the concrete, causes the formation of pores in the concrete matrix at early ages. Correlations have been developed to quantify the loss in the strength of concrete as a function of the polluted water content and the variation of the water / cement ratio.
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