首页> 外文期刊>The Journal of Advanced Prosthodontics >Effect of cement washout on loosening of abutment screws and vice versa in screw- and cement- retained implant-supported dental prosthesis
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Effect of cement washout on loosening of abutment screws and vice versa in screw- and cement- retained implant-supported dental prosthesis

机译:牙胶冲洗和固位钉植入物支撑的牙修复体对牙龈螺钉松动的影响,反之亦然

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PURPOSE The purpose of this study was to examine the abutment screw stability of screw- and cement-retained implant-supported dental prosthesis (SCP) after simulated cement washout as well as the stability of SCP cements after complete loosening of abutment screws. MATERIALS AND METHODS Thirty-six titanium CAD/CAM-made implant prostheses were fabricated on two implants placed in the resin models. Each prosthesis is a two-unit SCP: one screw-retained and the other cemented. After evaluating the passive fit of each prosthesis, all implant prostheses were randomly divided into 3 groups: screwed and cemented SCP (Control), screwed and noncemented SCP (Group 1), unscrewed and cemented SCP (Group 2). Each prosthesis in Control and Group 1 was screwed and/or cemented, and the preloading reverse torque value (RTV) was evaluated. SCP in Group 2 was screwed and cemented, and then unscrewed (RTV=0) after the cement was set. After cyclic loading was applied, the postloading RTV was measured. RTV loss and decementation ratios were calculated for statistical analysis. RESULTS There was no significant difference in RTV loss ratio between Control and Group 1 ( P =.16). No decemented prosthesis was found among Control and Group 2. CONCLUSION Within the limits of this in vitro study, the stabilities of SCP abutment screws and cement were not significantly changed after simulated cement washout or screw loosening.
机译:目的本研究的目的是检查在模拟的水泥冲洗后,螺钉固定和保留水泥的种植体支撑的牙修复体(SCP)的基台螺钉稳定性,以及彻底松开基台螺钉后的SCP水泥的稳定性。材料与方法在树脂模型中放置的两个植入物上制造了36个钛CAD / CAM制造的植入物假体。每个假体是一个由两个单元组成的SCP:一个是螺钉固定的,另一个是固定的。在评估每个假体的被动配合之后,将所有假体随机分为3组:螺钉和骨水泥SCP(对照),螺钉和非骨水泥SCP(第1组),螺钉和骨水泥SCP(第2组)。对照组和第1组中的每个假体均被拧紧和/或粘接,并评估了预加载反向扭矩值(RTV)。将第2组的SCP拧紧并固结,然后在固结水泥后拧开(RTV = 0)。施加周期性载荷后,测量后载荷RTV。计算RTV损耗和衰减率以进行统计分析。结果对照组和第1组之间的RTV损失率没有显着差异(P = .16)。在对照组和第2组之间未发现任何假体。结论在此体外研究的范围内,SCP基台螺钉和水泥的稳定性在模拟的水泥冲洗或螺钉松动后没有明显改变。

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