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复合树脂粘结水门汀与纤维增强复合根管桩的粘结

Bonding of composite resin luting cement to fiber-reinforced composite root canal posts.

作者信息

Le Bell Anna-Maria, Tanner Johanna, Lassila Lippo V J, Kangasniemi Ikka, Vallittu Pekka

机构信息

Department of Prosthetic Dentistry and Biomaterials Research, Institute of Dentistry, University of Turku, Turku, Finland.

出版信息

J Adhes Dent. 2004 Winter;6(4):319-25.

Abstract

PURPOSE

The aim of this study was to compare bonding of composite resin luting cement to a fiber-reinforced composite (FRC) root canal post with either a cross-linked or a semi-interpenetrating polymer network (IPN) polymer matrix.

MATERIALS AND METHODS

Four different types of prefabricated FRC posts with a cross-linked polymer matrix and two types of FRC posts with a semi-IPN polymer matrix which were individually formed were tested. Serrated titanium posts served as the reference. An auto-polymerizing resin luting cement was used for cementing the posts into the holes of composite resin disks. The pull-out force was measured using a universal testing machine after the post/cement/disk system had been stored dry or thermocycled (5 degrees C/55 degrees C, 6000x) in water. The bonding sites of the posts were examined with SEM.

RESULTS

The FRC posts with a semi-IPN polymer matrix gave significantly higher pull-out force values than the prefabricated FRC posts with a smooth surface and a cross-linked polymer matrix (p < 0.004). The highest pull-out force was obtained with serrated titanium posts. Both the type of FRC post and thermocycling had a significant effect on the pull-out force (n = 8, ANOVA p < 0.001 and p < 0.007, respectively). SEM photomicrographs confirmed the results.

CONCLUSION

This study showed that FRC posts with a semi-IPN polymer matrix bonded better to composite resin luting cement than did prefabricated FRC posts with a cross-linked polymer matrix, although their pull-out force was not as high as that of the mechanically interlocked serrated titanium posts.

摘要

目的

本研究旨在比较复合树脂粘结水门汀与具有交联或半互穿聚合物网络(IPN)聚合物基质的纤维增强复合材料(FRC)根管桩之间的粘结情况。

材料与方法

测试了四种不同类型的具有交联聚合物基质的预制FRC桩以及两种单独成型的具有半IPN聚合物基质的FRC桩。锯齿状钛桩作为对照。使用自凝树脂粘结水门汀将桩粘结到复合树脂圆盘的孔中。在桩/水门汀/圆盘系统干燥保存或在水中进行热循环(5℃/55℃,6000次循环)后,使用万能试验机测量拔出力。用扫描电子显微镜检查桩的粘结部位。

结果

具有半IPN聚合物基质的FRC桩的拔出力值显著高于表面光滑且具有交联聚合物基质的预制FRC桩(p < 0.004)。锯齿状钛桩的拔出力最高。FRC桩的类型和热循环对拔出力均有显著影响(n = 8,方差分析,p分别< 0.001和p < 0.007)。扫描电子显微镜照片证实了该结果。

结论

本研究表明,具有半IPN聚合物基质的FRC桩与复合树脂粘结水门汀的粘结效果优于具有交联聚合物基质的预制FRC桩,尽管其拔出力不如机械互锁的锯齿状钛桩高。

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