用废铜线纤维加固的石英粉包覆反应粉末混凝土的性能

Saif Ibrahim Hendi, N. Aljalawi
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引用次数: 0

摘要

为了保持长期的环境质量,可持续的环境实践被定义为一种防止自然资产枯竭或退化的系统。通过追求环境的可持续发展,我们可以确保满足当代大众的必要标准,同时又不危及后代满足其私欲的潜力。混凝土行业的工程师们对可持续发展越来越感兴趣,其中包括利用当地可获得的资源以及结构部门的工农业剩余物,这些都是解决经济和环境问题的可能方法之一。在确定了理想的替代比例后,本研究考察了在不同龄期用石英渣(0、10、20 和 30%)替代部分水泥对(抗压强度)的影响。在试样硬化后,通过在 90°C 温度下蒸汽养护 5 小时,利用这一理想比例来发现它对覆盖 1%再生铜纤维(RCF)的活性粉末混凝土的一些性能(如干密度、抗弯强度和抗压强度)的影响。为了在 28 天后获得 95 兆帕的抗压强度,使用常量水泥、超塑化剂和硅灰以 0.2 的 W/C 比例生产了活性粉末混凝土(RPC)。结果表明,将石英粉取代(20%)后,RPC 的抗压强度提高了 8.5%,抗折强度提高了 9%,28 天后的干密度提高了 0.61%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Behavior of Reactive Powder Concrete Covering Quartz Powder Strengthened by Electrical Waste Copper Wire Fiber
In order to maintain long-term environmental quality, sustainable environmental practices are defined as a system that prevents the exhaustion or degradation of natural assets. By pursuing environmental sustainability, we might assure that the necessary criteria for the present the general populace is content without endangering the potential of upcoming generations to satisfy their private desires. Engineers working in the concrete industry are becoming more and more interested in sustainable development, which includes using locally accessible resources as well as industrial and agricultural left-over in the structure sector being among the probable remedies for the issues with the economy and the environment. After establishing the ideal replacement ratio, this study examined the impact of partial cement replacement with quartz residue (0, 10, 20, and 30%) by weight at several ages on (compressive strength). By means of steam curing for five hours at 90°C after the sample has already hardened, this ideal proportion is utilized to discover its impact on a few properties (like dry density, flexural, and compressive strength) of reactive powder concrete covering 1% recycled copper fibers (RCF). To acquire a compressive strength of 95 MPa next 28 days, reactive powder concrete (RPC) been produced using resident cement, superplasticizer, and silica fume through a W/C proportion of 0.2. The outcomes exhibited that using quartz powder replacing (20%) increased the RPC's compressive strength in 8.5%, flexural strength by means of 9%, dry density in 0.61% at 28 days following comparison of the test grades to the reference mixture.
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