胶结型水泥树脂与蚀刻型和穿孔型树脂粘结桥的抗拉强度差异

Silvia Naliani, Deddy Firman, Aprillia Adenan
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引用次数: 0

摘要

自树脂粘接固定局部义齿问世以来,对金属铸造框架提出了若干改进建议。本质上,有两种基于固位的固位器设计,即带有穿孔固位器的宏观机械固位,通常称为罗切特桥,以及来自蚀刻金属铸造固位器的微机械固位,称为马里兰桥。本研究的目的是比较粘结型水泥树脂与蚀刻型和穿孔型树脂粘结桥的抗拉强度。采用实验室设计,将10块直径为13 mm、厚度为1 mm的Ni-Cr合金板分为两个处理组;5块板穿孔,5块板用Met-Etch凝胶蚀刻。抗拉强度用Ametek lloyd仪器测定。结果表明,在镍铬合金金属表面蚀刻后,树脂胶粘剂的强度高于穿孔后的强度。统计分析采用学生t检验,记录t检验2.75,p值为0.0125,p值小于0.05,说明差异显著。该研究表明,蚀刻铸造金属固位器比穿孔设计具有更好的固位效果。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
The difference in tensile bond strength of an adhesive cement resin to an etched and perforated resin-bonded bridges
Several improvements to the metal cast framework have been suggested since resin-bonded fixed partial dentures was introdu-ced. Essentially, there are twotypes of retainer designs based on retention namely macromechanical retention with a perforated retainer commonly referred to as Rochette bridge and micromechanical retention derived from the etched metal cast retainer called as Maryland bridge. This study is aimed to compare the tensile bond strength of anadhesive cement resin to an etch and perforated resin-bonded bridge. Using experimental laboratory design, the sample tested consisted of 10 plates Ni-Cr alloy,13 mm in diameter and 1 mm in thickness were divided into two treatment groups; five plates were perforated, and five plates were etched using Met-Etch Gel. Tensile strength was determined using an Ametek Llyod Instrument. The result showed that the strength of resin adhesive cement on the metal surface of alloyNi-Cr used etch higher than perforated. Statistical analysis used student t-test recorded t-test 2.75 and p-value 0.0125, so it said significant differences becausep-value was smaller than 0.05. This study showed that etch cast metal retainers were more retentive than perforated design. 
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