研究陶瓷废粉部分替代水泥对混凝土性能的影响

Moatasim Attaelmanan, Mahgoub Elhaj Mahgoub Kambal, Mohammed Izzeldeen Mansour
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引用次数: 5

摘要

陶瓷废弃物是目前最活跃的研究领域之一,涉及土木工程和建筑材料等多个学科。陶瓷废粉经沉淀后倾倒,不仅造成环境污染,而且在夏季形成粉尘,对农业和公众健康构成威胁。因此,在各个工业部门特别是建筑、农业、玻璃和造纸工业中利用陶瓷废粉有助于保护环境。利用陶瓷废料开发环保混凝土是当务之急。本研究在M-30级混凝土重量的(0、10、15、20)%范围内,研究了陶瓷废粉替代(OPC)水泥的效果。生产了混凝土混合料,并对其抗压和抗拉强度与常规混合料进行了测试和比较。这些试验分别进行了7天和28天的力学性能评估。结果表明,CWP水泥混凝土降低了和易性保持率。CWP水泥混合料的平均硬化混凝土密实度在7天内高于参考配合比,但在28天内低于参考配合比。在5% CWP混凝土配合比下,抗压强度和抗拉强度在7天和28天达到最大值。CWP减缓了抗压强度的发展,尤其是在早期。所有添加CWP的混合物在28 d时均表现出良好的强度发展。结果表明,除20%替代比为29.72 N/mm2外,所有替代比在28天内获得的抗压强度均高于特征抗压强度30 N/mm2。试验结果表明,CWP具有作为混凝土混合料部分替代水泥的潜力。研究表明,陶瓷废粉(CWP)混凝土混合料的性能随更换量的不同而变化。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Study the Effect of Using Ceramic Waste Powder as Partial Replacement for Cement on Concrete Properties
Ceramic waste is one of the most active research areas that encompass a number of disciplines including civil engineering and construction materials. Ceramic waste powder is settled by sedimentation and then dumped away which leads to environmental pollution, in addition to forming dust in summer and threatening both agriculture and public health. Therefore, utilization of the ceramic waste powder in various industrial sectors especially the construction, agriculture, glass and paper industries would help to protect the environment. It is most essential to develop eco-friendly concrete from ceramic waste. In this research replacing the (OPC) cement by ceramic waste powder has been studied accordingly in the range of (0, 10, 15, and 20) % by weight of M-30 grade concrete. Concrete mixtures were produced, tested and compared in terms of compressive and tensile strength to the conventional mixture. These tests were carried out to evaluate the mechanical properties for 7 and 28 days. As a result, the CWP cement concretes decreased the workability retention. The values of average hardened concrete density for concrete mixes with CWP cement are higher than the reference mix in 7 days, but lower than the reference mix in 28 days. The maximum value of compressive strengths at 7 and 28 days and tensile strength was achieved at about 5% CWP concrete mix. CWP slowed the compressive strength development especially at early ages. All mixtures with CWP showed good strength development at 28 days. It was observed that all CWP replacement ratios achieved higher compressive strength than characteristic compressive strength which is equal to 30 N/mm2 in 28 days, except the 20% ratio gives 29.72 N/mm2. Test results showed that CWP has potential to be used as an ingredient in concrete mixtures to partially replacing cement. The study showed that concrete mixtures with ceramic waste powder (CWP) had variable performance of the measured properties depending on the replacement level used.
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