双固化树脂水泥固化单、多纤维增强桩不同粘结策略的推出粘结强度比较研究

Q3 Dentistry
P. Prashant, Asmita Sonawane, D. Siddhesh, P. Shirin, I. Kalyani, R. Tryambake
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引用次数: 0

摘要

目的:本研究的目的是评估和比较使用全蚀刻和自蚀刻粘合剂系统的双固化树脂水泥粘合单纤维增强桩和多纤维增强桩的推出强度。方法:对60例上颌单根恒切牙进行牙髓治疗。在进行桩位准备后,将根分为四组(n = 15);第1组:采用全蚀刻剂的单根纤维增强复合桩;第2组:采用自蚀刻剂的单根纤维增强复合桩;第3组:采用全蚀刻剂的多根针桩;第4组:采用自蚀刻剂的多根针桩,采用双固化树脂水泥进行胶结。然后对样品进行切片以获得大约2毫米的磁盘,并进行推出测试。采用方差分析、事后Tukey和非配对t检验对所得数据进行统计学分析。结果:平均推出键强度值显示,第3组的键强度显著高于其他组(P < 0.05)。结论:与单纤维增强桩和自蚀刻剂相比,采用全蚀刻剂的Dentapreg多针桩具有更高的推出结合强度。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Comparative evaluation of push-out bond strength of single and multiple fiber-reinforced posts cemented with dual-cure resin cement using different adhesive strategies: An in vitro study
Aims: The aim of the present study was to evaluate and compare the push-out bond strength of single and multiple fiber-reinforced posts cemented with dual-cure resin cement using total-etch and self-etch adhesive systems. Methods: Sixty single-rooted maxillary permanent incisors were decoronated and endodontically treated. Following post space preparations, the roots were divided into four groups (n = 15); Group 1: single fiber-reinforced composite post with the total-etching agent, Group 2: single fiber-reinforced composite post with the self-etching agent, Group 3: multiple pin posts with the total-etching agent, and Group 4: multiple pin posts with the self-etching agent and then cemented using dual-cure resin cement. The samples were then sectioned to obtain approximately 2-mm disks, and a push-out test was performed. Data obtained were statistically analyzed using analysis of variance, post hoc Tukey, and unpaired t-test. Results: The mean push-out bond strength values showed that Group 3 had significantly higher bond strength as compared to the other groups (P < 0.05). Conclusions: Dentapreg multiple pin posts with total-etching agents resulted in higher push-out bond strength as compared to single fiber-reinforced posts and self-etching agents.
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来源期刊
Endodontology
Endodontology Medicine-Anatomy
CiteScore
0.60
自引率
0.00%
发文量
0
审稿时长
28 weeks
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