EXPERIMENTAL STUDY ON MECHANICAL PROPERTIES OF POLYURETHANE POWDER COMPOSITES

Kexin Zhang
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引用次数: 1

Abstract

In this paper, the effects of emery, lime, quartz sand and cement on the mechanical properties of polyurethane powder composites were studied by three-point flexural test, and the stress-strain curve was drawn. In the flexural test, the polyurethane cement composite formed a control group by changing the content of polyester polyol. When polyester polyol: isocyanate: cement =1:1:2, the average flexural strength of polyurethane cement was 37.1 MPa, and the strain was 10854 με.When polyester polyol: isocyanate: cement =1.15:1:2, the average flexural strength is 38.9 MPa and the strain is 23520 με.When polyester polyol: isocyanate: cement =1.3:1:2, the average flexural strength is 42.5 MPa and the strain is 32942 με. The flexural strength and ductility are improved to a certain extent due to the addition of polyester polyol.The average flexural strength of other polyurethane powder composites such as polyurethane emery test block is 45.1 MPa and the strain is 6203 με, the average flexural strength of polyurethane lime test block is 33.4 MPa and the strain is 6470 με, the average flexural strength of polyurethane quartz sand test block is 49.23 MPa and the strain is 7521 με. The results show that the flexural strength of polyurethane emery material and polyurethane quartz sand material is higher than that of polyurethane cement, which can be used to replace cement to a certain extent to reduce the cost of polyurethane composite material.
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聚氨酯粉末复合材料力学性能的实验研究
通过三点弯曲试验,研究了金刚砂、石灰、石英砂和水泥对聚氨酯粉末复合材料力学性能的影响,并绘制了应力-应变曲线。在抗弯试验中,通过改变聚酯多元醇的含量,将聚氨酯水泥复合材料组成一个对照组。当聚酯多元醇:异氰酸酯:水泥=1:1:2时,聚氨酯水泥的平均抗弯强度为37.1 MPa,应变为10854 με。当聚酯多元醇:异氰酸酯:水泥=1.15:1:2时,平均抗弯强度为38.9 MPa,应变为23520 με。当聚酯多元醇:异氰酸酯:水泥=1.3:1:2时,平均抗弯强度为42.5 MPa,应变为32942 με。聚酯多元醇的加入在一定程度上提高了材料的抗弯强度和延展性。其他聚氨酯粉末复合材料如聚氨酯金刚砂试块的平均抗弯强度为45.1 MPa,应变为6203 με;聚氨酯石灰试块的平均抗弯强度为33.4 MPa,应变为6470 με;聚氨酯石英砂试块的平均抗弯强度为49.23 MPa,应变为7521 με。结果表明,聚氨酯金刚砂材料和聚氨酯石英砂材料的抗弯强度均高于聚氨酯水泥,可在一定程度上替代水泥,降低聚氨酯复合材料的成本。
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