花岗石污泥粉制砖性能评价

V. P, S. G.
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引用次数: 0

摘要

废物的排放产生了许多问题。主要的问题是场地所涉及的场地容量、费用的重要性和自然效应。这项初步工作的主要目的是研究使用石料废料作为花岗岩污泥砖生产原料的替代品的可能性。展示了软泥块体的抗压强度及其与普通泥块体的对比。粘土、水、沙子、粉煤灰、水泥等成分组成花岗岩泥砖。由于其较低的成本和较高的抗压强度与其他砖相比,其广泛的应用可能成为评价的重要标准。花岗石泥砖进行了大量的试验,结果表明其抗压强度不足。因此,对花岗岩污泥砖的强度进行了大量的试验,使用了各种附加材料。这些不同的添加物可能包括粉煤灰、粘土、水泥,很快,这些不同的添加物还会改变花岗岩砖的抗压强度。花岗岩砖的含水率为20%,尺寸为22cm × 10cm × 7cm。因此,我们采用了一种适度的材料来制作强度较薄的岩石软泥块。他们有额外的部分在开发中,所以我们让他们参与到泥块中。正如研究结果所证明的那样,花岗岩泥砖比传统砖性能更好。在混合物中按10%、20%、30%、40%和50%的重量添加粘土。吸水率和抗压强度试验。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Evaluation of Properties for Making of Bricks by Using Granite Sludge Powder
Numerous issues arise from the discharge of waste materials. The primary issues are the spot involved by locales of capacity, significance of expenses and the natural effect. The primary objective of this preliminary work is to investigate the possibility of using stone waste as a substitute for raw materials in the production of granite sludge bricks. The exhibition of the Rock ooze block's compressive strength and a correlation of it with the ordinary dirt blocks. Clay,water,sand ,fly ash,cement, and other components make up granite sludge brick. Due to its lower cost and higher compressive strength in comparison to other bricks, its wides preaduse may become an important criterion for evaluation. Granite sludge bricks have been the subject of numerous experiments, and the results indicate that they lack compressive strength. As a result, numerous tests on the granite sludge brick's strength using various additional materials were carried out.These various additions might include fly ash, clay, cement, s and, and soon, the alterations ingranitesl udge bricks' compressive strength caused by these various additional materials.The granite bricks have a moisture content of 20% and measure 22 cm by 10 cm by 7 cm. Hence we involved a modest material for the streng thin rock ooze block. Where they have extra pieces in development, so we involved them in mud blocks. Granites ludge bricks performed better than conventional bricks, as demonstrated by the findings. Clay was added to the mixture in weight amounts of 10%,20%,30%,40%, and 50%.Test for water absorption and compressive strength.
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