树脂改性玻璃离聚体水泥与可流动复合材料与玻璃纤维桩的粘结强度对比研究

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摘要

介绍:正确安装的柱子可以承受扭转并提供更好的保留。本研究的目的是评估不同粘结剂对玻璃纤维桩的粘结强度。采用树脂改性玻璃离子水门合剂(RMGIC)和可流动复合材料(FC)评价玻璃纤维桩与根管的推出结合强度。材料与方法:30颗单根拔除的人下颌前磨牙,在牙髓-牙釉质连接处最切点冠状面2 mm处切片。根管固定和封闭采用侧边凝聚胶和根管密封剂(ADSEAL)。将杜仲胶从根管中移除至11 mm深,并准备直径为1.5 mm的桩位。根据所用灭虫剂的不同,将标本分为3组(n=10)。第一组使用FC (HARVARD,德国)涂覆后,而第二组使用RMGIC (Meron加QM, VOCO,德国)。而第三组使用树脂水泥(ITENA临床,法国)作为对照。24 h后对标本进行横切。用横切机将标本横切成6毫米厚的冠状。采用推出式粘结强度试验对水泥与桩的粘结强度进行测定。我们在万能试验机上以0.5 mm/min的交叉速度加载组件,直到粘合失败。结果:FC组推出结合强度为73.53N, RMGIC组推出结合强度为133.55N, Resin Cement组推出结合强度为137.47N。结论:FC的平均推出强度评分低于RMGIC和Resin Cement。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Comparative Study of Bond Strength of Resin-Modified Glass Ionomer Cement and Flowable Composite with Glass Fiber Posts by Push-Out Test
Introduction: posts that have been properly fitted can withstand torsion and provide better retention. The purpose of this study was to evaluate the push-out bond strength of glass fiber posts cemented with different luting agents. The push-out bonding strength of glass fiber posts to the root canal was evaluated using resin-modified glass ionomer cement (RMGIC) and flowable composite (FC). Materials and Methods: Thirty single-rooted extracted human mandibular premolars were sectioned 2 mm coronal to the most incisal point of the cementoenamel junction. Root canals were instrumented and obturated with laterally condensed gutta-percha and root canal sealer (ADSEAL). Gutta-percha was removed from the canals to a depth of 11 mm and diameter post spaces with a 1.5 mm were prepared. The specimens were divided into the following 3 groups according to the luting agent used (n=10). The first group utilized FC (HARVARD, Germany) to coat the post, whereas the second group used RMGIC (Meron plus QM, VOCO, Germany). whereas the third group used Resin Cement (ITENA clinical, France) was used as the control. The specimens were cross-sectioned after 24 h. Specimens were cross-sectioned six millimeters thick into coronal using a sectioning machine. The strength of the bond between the luting cement and the posts was measured using push-out bond strength testing. We loaded the components at a cross speed of 0.5 mm/min on a universal testing machine until the bond failed. Results: The FC group had a 73.53N push-out bond strength, whereas the RMGIC group had a 133.55N, whereas the Resin Cement group had a 137.47N push-out bond strength. Conclusion: FC’s mean push-out bond strength score is lower than RMGIC’s and Resin Cement.
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