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根管玻璃纤维桩上树脂改性玻璃离子水门汀和流动复合树脂粘结系统的推出粘结强度

Push-Out Bond Strength of Resin-Modified Glass Ionomer Cement and Flowable Composite Luting Systems on Glass Fiber Post of Root Canal.

作者信息

Cheruvathoor Jalison Jacob, Thomas Lincy Rachel, Thomas Lirin Ann, Shivanna Madhuniranjanswamy Mahalakshmamma, Machani Pramod, Naik Sachin, Al Kheraif Abdulaziz Abdullah

机构信息

Penang International Dental College, Butterworth 12000, Penang, Malaysia.

Asian Institute of Medicine, Science and Technology University, Semeling, Bedong 08100, Kedah, Malaysia.

出版信息

Materials (Basel). 2021 Nov 16;14(22):6908. doi: 10.3390/ma14226908.

Abstract

BACKGROUND

Posts that have been properly fitted can withstand torsion forces and so provide better retention. 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).

METHOD

Forty single-rooted maxillary central incisors were used in the study. The samples were randomly divided into two groups of 20 teeth each. The crown-down procedure was used to clean and shape the pulp area. A Tenax fiber trans Coltene whaletene post was used by both groups. The first group utilized FC (Filtek Z 350 3M ESPE) to coat the post, whereas the second group used RMGIC (Rely X 3M ESPE). The specimens were cross-sectioned after 24 h. Specimens were cross-sectioned four millimeters thick into coronal and middle parts using a sectioning machine, yielding 40 specimens per group. 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 4.80 N push-out bond strength, whereas the RMGIC group had a 7.11 N push-out bond strength.

CONCLUSION

FC's mean push-out bond strength score is lower than RMGIC's.

摘要

背景

安装合适的桩能够承受扭力,从而提供更好的固位力。使用树脂改性玻璃离子水门汀(RMGIC)和流动复合树脂(FC)评估玻璃纤维桩与根管之间的推出粘结强度。

方法

本研究使用40颗上颌单根中切牙。样本随机分为两组,每组20颗牙。采用逐步深入法清理和预备髓腔。两组均使用登士柏公司的Tenax纤维桩。第一组使用FC(3M ESPE公司的Filtek Z 350)包裹桩,而第二组使用RMGIC(3M ESPE公司的Rely X)。24小时后将标本进行横切。使用切片机将标本切成4毫米厚的冠部和中部,每组得到40个标本。使用推出粘结强度测试测量粘结水门汀与桩之间的粘结强度。在万能试验机上以0.5毫米/分钟的加载速度对各部件加载,直至粘结失效。

结果

FC组的推出粘结强度为4.80牛,而RMGIC组的推出粘结强度为7.11牛。

结论

FC的平均推出粘结强度评分低于RMGIC。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/876e/8618525/44b7f11c5e34/materials-14-06908-g001.jpg

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