制砖原料的物理化学特性

A. Peralta, S. UlisesPichardo
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引用次数: 0

摘要

制砖是一项传统的实践知识由人传人进行的活动,为什么没有对原材料和制造过程控制的文件。这项研究的目的是确定砖块制造中使用的原材料的物理化学特性,作为第一个实例,能够为将来的质量保证过程做出改变,从而增加砖块的抗压缩性。对热处理前后砖的抗压强度进行了力学试验。在元素组成分析中,发现存在以下元素:C, O, Na, Mg, Al, Si, K, Ca, Ti, Fe。这些元素允许获得砖的抗压强度10至13kg/cm2未经热处理和20至40kg /cm2热处理。在原料中观察到5至300微米的形态学颗粒,在砖中观察到15至250微米的颗粒。结果表明,由于物料粒度变化较大,导致其抗压强度较低。建议在粒度均匀化方面进行更多控制的其他研究,以获得更高的抗压强度。此外,还需要对用于热处理的窑炉进行温度控制。国际标准ITINTEC 331,017和NMX-C-404-1997分别规定最小值为60N / cm2和24kg / cm2。本研究为进一步的研究奠定了基础,有助于控制和保证砖的质量。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
PHYSICOCHEMICAL CHARACTERIZATION OF RAW MATERIALS FOR THE MANUFACTURING OF BRICK
Brick manufacturing is a traditional activity carried out by the practical knowledge transmitted person to person, why there is no documentation on the raw material and manufacturing process control. The objective of this study was to determine the physicochemical characteristics of the raw material used in the fabrication of the Bricks, as a first instance to be able to make future changes for the quality assurance of the process that allow increasing the resistance to compression of the bricks. A mechanical test about the compressive strength of bricks before and after heat treatment was made. In the analysis of elemental composition, the presence of the following elements was found: C, O, Na, Mg, Al, Si, K, Ca, Ti, Fe. These elements allowed to obtain a compressive strength of the bricks of 10 to 13kg/cm2 without heat treatment and 20 to 40 kg/cm2 with heat treatment. Morphologically particles of 5 to 300 micrometres were observed in the raw material, and in the Bricks of 15 to 250 micrometres. It is concluded that the great variation of particle size of the raw material leads to a low compressive strength. Other studies with more control in the homogenization of particle size are suggested to obtain greater compression strength. Besides the temperature control in the kiln used to heat treatment is needed. The International Standard ITINTEC 331,017, and the Standard NMX-C-404-1997, establishes 60N / cm2, and 24kg / cm2 as minimum respectively. This study serves as a basis for further studies to help control and ensure the quality of the bricks.
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