采石场粉尘与天然细粒对混凝土砌块性能影响的对比研究

Kinuthia Mugi
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引用次数: 0

摘要

天然细骨料已被用于建筑行业,在有水的情况下与胶结材料结合,用于建筑结构。它的使用导致每日需求增加,随着储备耗尽,价格随之上涨。由于从河床过度采伐导致需求增加,对水资源的过度依赖导致水资源日益稀缺。此外,不加控制的采砂对河流生态系统的各种环境组成部分,如水质和水量、河床、沉积物环境、动植物以及人民的长期社会经济状况造成了严重影响。这导致了对一种环保且更便宜的替代品的激动寻找,这种替代品在混凝土制造中使用时可以产生相当的抗压强度。采石场粉尘是采石场磨削作业的废物,由于其可及性和较低的成本,它作为混凝土制造中传统骨料的可行替代方案正在获得动力。采石场粉尘在倾倒时会造成环境污染,因此将其用于混凝土生产可以减轻污染。本研究旨在确定采石场粉尘掺量对混凝土砌块性能的影响。这是通过评估采石场粉尘代替天然细骨料时CBs的抗压强度来实现的。混凝土砌块使用150mm × 150mm × 150mm的模具浇铸,然后固化7天、14天和28天。分别对新鲜和固化混凝土砌块进行了粒径分布、坍落度和易加工性试验和抗压强度试验。对28天制备的CBs进行干湿交替循环,以评估其耐久性。本文还对采石场粉尘代替细集料的成本效益进行了分析。得到的结果进行了t检验,以研究CB与对照组之间性能的显着差异。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Comparative study on the effects of quarry dust and natural fines on performance of concrete blocks
Natural fine aggregates have been used in the construction industry to bind with cementing materials in the presence of water for building structures. Its use has led to increased daily demand with a subsequent rise in prices as the reserves get exhausted. Its overdependence has resulted in increasing scarcity because of over-harvesting from river beds causing an increase in demand. Moreover, uncontrolled sand harvesting has imposed dire impacts on the various environmental subcomponents of the river ecosystem such as water quality and quantity, bedforms, sediment milieu, flora and fauna, and socio-economic conditions of the people in the long run. This has led to the agitated search for an ecofriendly and less expensive substitute that can produce comparable compressive strength when used in concrete making. Quarry dust, a waste product of the quarry's grinding operation, is gaining momentum as a viable alternative to the conventional aggregates in concrete manufacturing due to its accessibility and lower cost. Quarry dust poses environmental pollution when dumped hence its use in the production of concrete will mitigate the pollution. This research was to determine the impacts of the addition of quarry dust in the performance of Concrete blocks (CB). This was achieved through the evaluation of the compressive strength of the CBs when quarry dust is used instead of natural fine aggregates. The concrete blocks were cast using molds of size 150 mm x 150 mm x 150 mm and then cured for seven days, fourteen days, and twenty- eight days. The size of particle distribution, the slump and workability test, and compressive strength was done respectively for the fresh and cured concrete blocks. The 28-day prepared CBs were subjected to alternate dry and wet cycles to assess their durability performance. A cost-benefit analysis of the use of quarry dust in place of fine aggregates in CB was also be conducted. The results obtained was be subjected to a T-test to study the significant difference in the performance between CB and the control.
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