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莫氏锥度种植体中不同直径和穿龈高度基台的抗压强度

Compressive resistance of abutments with different diameters and transmucosal heights in Morse-taper implants.

作者信息

Lillo Ricardo, Parra Carlos, Fuentes Ramón, Borie Eduardo, Engelke Wilfried, Beltrán Víctor

机构信息

Faculty of Dentistry, Universidad Mayor, Santiago, Chile.

Dental School, CIMOFIR Research Centre, Universidad de La Frontera, Temuco, Chile.

出版信息

Braz Dent J. 2015 Mar-Apr;26(2):156-9. doi: 10.1590/0103-6440201300221.

Abstract

The aim of this study was to evaluate the compressive resistance under oblique loads of abutments with two different diameters and transmucosal heights used for cement-retained implant-supported prostheses in Morse-taper implants. Forty Morse-taper implants were divided into four groups with different abutment sizes for cement-retained prostheses in order to perform the compressive test. The groups were divided by abutment diameter and transmucosal height as follows: Group 1: 4.5 x 2.5 mm; Group 2: 4.5 x 3.5 mm; Group 3: 3.3 x 2.5 mm; and Group 4: 3.3 x 3.5 mm. An oblique compressive loading test was performed on each sample located in a platform at 30° using a universal testing machine with a load cell of 1,000 kgf and 0.5 mm/min speed until achieving the deformation of abutment's neck. The compressive resistance and its mechanical behavior were recorded for each group and the data were analyzed using ANOVA, the Shapiro-Wilk and Scheffé tests. In addition, the detailed damage of all samples was recorded with a conventional camera linked to the endoscopic equipment. Significant differences were observed among the groups, except between Groups 2 and 3 (p>0.005). All the abutments showed permanent deformations in the upper region and at the transmucosal portion, but the threads of the screws were intact. Fractures were only identified in Groups 3 and 4. Stronger mechanical behavior and compressive resistance was observed in the abutments with 4.5 mm diameter and 2.5 mm transmucosal height.

摘要

本研究的目的是评估用于莫氏锥度种植体的水泥固位种植体支持修复体的两种不同直径和穿龈高度的基台在斜向载荷下的抗压性。将40个莫氏锥度种植体分为四组,用于水泥固位修复体的不同基台尺寸,以进行压缩试验。这些组按基台直径和穿龈高度划分如下:第1组:4.5×2.5毫米;第2组:4.5×3.5毫米;第3组:3.3×2.5毫米;第4组:3.3×3.5毫米。使用一个载荷传感器为1000千克力、速度为0.5毫米/分钟的万能试验机,对位于平台上的每个样本以30°进行斜向压缩加载试验,直至基台颈部发生变形。记录每组的抗压性及其力学行为,并使用方差分析、夏皮罗-威尔克检验和谢费检验对数据进行分析。此外,用连接到内窥镜设备的传统相机记录所有样本的详细损伤情况。除第2组和第3组之间外(p>0.005),各小组之间观察到显著差异。所有基台在上部区域和穿龈部分均出现永久变形,但螺钉螺纹完好。仅在第3组和第4组中发现骨折。在直径为4.5毫米、穿龈高度为2.5毫米的基台中观察到更强的力学行为和抗压性。

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