本顿尼特混合沙子对沙铸造过程特性的影响

Apang Djafar Shieddieque, I. Putra Nugraha, Mochammad Iqbal Zaenal Muttahar, Ghany Heryana
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引用次数: 0

摘要

铸造工艺之所以被广泛应用,是因为它的优点是可以将小尺寸的产品制作到非常大的尺寸,材料的使用效率更高,铸造后的产品可以直接使用。然而,在铸造过程中,缺陷形成的主要触发因素是模具的性质,低渗透性,低成型抗压强度,低烧结点,砂粒分布不合适,因此需要研究获得合适类型的型砂作为金属铸造的砂型。唯一的添加剂是膨润土。膨润土能吸水膨胀8-15倍,在水中保持一定时间的分散。本研究旨在研究本地膨润土和澳大利亚膨润土的混合变化对砂型铸造工艺的型砂特性的影响。所进行的测试以粒度分布测试、x射线衍射、含水量测试、抗压强度和渗透率测量的形式进行。将膨润土分成5种不同的混合物,每种混合物的差异为20%。硅砂颗粒的大粒径分布结果为37.6 GFN。当地膨润土的XRD测试结果表明,钙化合物含量较高,澳大利亚膨润土的钠化合物含量较高。最大含水率测试值为5.825%。最大抗压强度试验值为2.7 Kgf / cm2。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Pengaruh Variasi Campuran Bentonit Terhadap Karakteristik Pasir Cetak Untuk Proses Sand Casting
The casting process is widely used because it has the advantage of being able to make products with small dimensions to very large dimensions, the use of materials is more efficient, the casting products can be directly used. However, in the casting process, the main triggers for the formation of defects are the nature of the mold, low permeability, low molding compressive strength, low sintering point, unsuitable sand grain distribution, so research is needed to obtain the right type of molding sand as a sand mold in metal casting. The only type of additive is bentonite. Bentonite can absorb water and expands between 8-15 times and remains dispersed in water for a certain period of time. This study aims to examine the effect of a mixture of variations of local bentonite and Australian bentonite on the characteristics of the molding sand for the sand casting process. The tests carried out are in the form of size distribution testing, X-Ray Diffraction, water content testing, compressive strength, and permeability measurements. Bentonite was varied into 5 variations of the mixture with a difference of 20% in each mixture. The results of the large size distribution of silica sand grains were 37.6 GFN. The results of XRD testing of local bentonite showed a higher content of calcium compounds and Australian bentonite contained higher sodium compounds. The largest water content test value is 5.825%. The largest compressive strength test value is 2.7 Kgf /cm 2 .
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