软泥砖生产中粘土混合物的成型性能

V.D. Kotlyar, Yu.I. Nebezhko, M.Yu. Semenova
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引用次数: 0

摘要

文章揭示了软泥砖制造中粘土混合物的物理和机械特性。考虑到俄罗斯目前还没有关于软泥砖原材料选择及其物理和机械性能要求的咨询或规范文件,因此这一问题非常重要。作者以其丰富的实践经验为基础,介绍了软泥砖生产中粘土混合物变形和临界压缩应力可接受范围的数据,以及电解质添加剂对这些指标影响的研究结果。此外,还介绍了粘土原料的矿物成分和湿度如何影响粘土混合物的临界压缩应力和粘性的研究结果。因此,通过实验确定了软泥砖粘土混合物的临界压缩应力应在 0.2 - 0.8 kg/cm2 之间,生砖的变形度应在 3 - 5 个单位之间。此外,即使在如此狭窄的范围内,根据其变化以及成型方法和粘土混合物的成分,也可以获得砖正面的不同结构:颗粒状、结节状、沟槽状、波浪状、波纹状、斑点状、鳞片状以及它们的组合。粘土混合物的含水量取决于粘土原料的类型,变化范围非常大:从 20% 到 38%。获得的数据将有助于制定选择软泥砖原材料的方法,进而有助于在不同地区广泛生产软泥砖。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Molding properties of clay mixtures in the soft mud brick manufacture
The article reveals physical and mechanical characteristics of clay mixtures in the soft mud brick manifacture. Considering that currently Russia has no advisory or regulatory documents on the selection of raw materials for soft mud bricks and requirements for their physical and mechanical properties, this issue is quite relevant. The authors, based on their extensive practical experience, present data on acceptable ranges of clay mixtures deformation and critical compressive stress in the soft mud brick manufacture, as well as the results of studies on the influence of electrolyte additives on these indicators. The findings of how the mineral composition of clay raw materials and moisture con-tent influence the critical compressive stress and stickiness of clay mixtures are also presented. Thus, it has been experimentally established that the critical compressive stress of clay mixtures for soft mud bricks should be in the range of 0.2 – 0.8 kg/cm2, and the deformation degree of raw bricks should be in the range of 3 – 5 units. Moreover, even within such narrow limits, depending on their variation as well as on the method of molding and the composition of clay mixtures, it is possible to obtain differ-ent structures of the brick front surface: granular, tuberculate, grooved, wavy, corrugated, spotted, scaly, and their combinations. The moisture content of clay mixtures, depending on the type of clay raw material, can vary within very wide limits: from 20 to 38 per cent. The data obtained will make it possible to develop methods for selecting raw materials for soft mud bricks, which in turn will con-tribute to the organization of its wide production in various regions.
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