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修复体柱螺丝拧紧过程中种植体基台的变形:一项体外研究。

Implant abutment deformation during prosthetic cylinder screw tightening: an in vitro study.

作者信息

Neto Rafael Tobias Moretti, Moura Marcio Silva, Souza Edson Antonio Capello, Rubo José Henrique

机构信息

Department of Prosthodontics, Bauru School of Dentistry, Universit of São Paulo, Bauru, SP, Brazil.

出版信息

Int J Prosthodont. 2009 Jul-Aug;22(4):391-5.

Abstract

PURPOSE

Nonpassive fit frameworks are believed to lead to implant overload and consequently loss of osseointegration. This is one of the most commonly reported failures of implant prostheses. In an ideal situation of passive fit, when torque is applied to bring the abutment-cylinder interface together some amount of deformation can be expected, and it should be homogeneous along the periphery of the abutment. The aim of this study was to verify the amount of abutment deformation that can be expected when a free-standing cylinder is screwed into place. This could give insight into what should be accepted as passive fit.

MATERIALS AND METHODS

Strain gauges were bonded to the sides of five standard abutments that had machined palladium-silver cylinders or cobalt-chromium cast cylinders screwed into place. Measurements were taken to verify the deformation at each site.

RESULTS

Values of abutment deformation after abutment screw tightening ranged from -127.70 to -590.27 microepsilon. The deformation recorded for palladium-silver prosthetic cylinder tightening ranged from 56.905 to -381.50 microepsilon (mean: 173.298 microepsilon) and from -5.62638 to -383.86 microepsilon (mean: 200.474 microepsilon) for cobalt-chromium cylinders. There was no statistically significant difference among the two groups.

CONCLUSION

Both abutment screw tightening and prosthetic cylinder screw tightening result in abutment deformation, which is compressive most of the time.

摘要

目的

非被动适配的框架被认为会导致种植体过载,进而导致骨结合丧失。这是种植修复体最常报道的失败情况之一。在理想的被动适配情况下,当施加扭矩使基台-柱体界面贴合时,预计会有一定量的变形,并且这种变形应沿基台周边均匀分布。本研究的目的是验证将独立柱体旋紧到位时基台的变形量。这有助于深入了解被动适配应被接受的程度。

材料与方法

将应变片粘贴在五个标准基台的侧面,这些基台旋入了加工的钯银柱体或钴铬铸造柱体。进行测量以验证每个部位的变形情况。

结果

基台螺丝拧紧后基台变形值范围为-127.70至-590.27微应变。钯银修复柱体拧紧时记录的变形范围为56.905至-381.50微应变(平均值:173.298微应变),钴铬柱体的变形范围为-5.62638至-383.86微应变(平均值:200.474微应变)。两组之间无统计学显著差异。

结论

基台螺丝拧紧和修复柱体螺丝拧紧都会导致基台变形,且大部分情况下为压缩变形。

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