利用花岗岩碎石废料优化多孔混凝土:成分、强度和密度分析

Leonid Dvorkin, O. Bordiuzhenko, T. Tracz, K. Mróz
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摘要

本研究探讨了利用花岗岩碎石废料生产多孔混凝土的问题,特别强调了骨料成分和水泥浆层厚度对材料强度和密度的影响。本研究采用了两种骨料:花岗岩破碎筛分物和花岗岩碎石。研究了骨料粒度对多孔混凝土性能的影响,结果发现,与花岗岩碎石(5-10 毫米)相比,使用花岗岩筛分(2.5-5 毫米)可获得更优越的混凝土特性。这项研究提出了一种优化多孔混凝土成分的方法,以实现抗压强度和密度的最佳平衡。结合实验结果和强度与水灰比(W/C)的关系,提出了多孔混凝土的设计方法。根据水灰比和水泥浆层厚度 (CPLT) 制定了预测混凝土强度的方程。该方法提供了初步的混合比例,应在最终设计中加以验证和调整。研究结果证明了利用碎石废料生产环境可持续的高质量多孔混凝土的潜力。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Optimizing Porous Concrete Using Granite Stone-Crushing Waste: Composition, Strength, and Density Analysis
This study examines the utilization of granite stone-crushing waste in the production of porous concrete, with a particular emphasis on the influence of aggregate composition and cement paste layer thickness on the material’s strength and density. Two types of aggregates were employed in this study: granite crushing screenings and granite crushed stone. The impact of aggregate grain size on the properties of porous concrete properties was investigated, and it was found that the use of granite screenings (2.5–5 mm) resulted in superior concrete characteristics compared to granite crushed stone (5–10 mm). This study puts forward a method for optimizing the composition of porous concrete to achieve an optimal balance of compressive strength and density. A method for the design of porous concrete was proposed, incorporating experimental results and the dependencies of strength on the water/cement ratio (W/C). Equations were developed to predict concrete strength based on W/C and cement paste layer thicknesses (CPLTs). The method provides preliminary mix proportions, which should be validated and adjusted for the final design. The findings demonstrate the potential for utilizing stone-crushing waste to produce environmentally sustainable and high-quality porous concrete.
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