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树脂水门汀薄膜厚度对纤维增强桩系统拔出强度的影响。

The effect of resin cement film thickness on the pullout strength of a fiber-reinforced post system.

作者信息

D'Arcangelo Camillo, Cinelli Marco, De Angelis Francesco, D'Amario Maurizio

机构信息

Restorative Dentistry, University G. D'Annunzio, Chieti, Italy.

出版信息

J Prosthet Dent. 2007 Sep;98(3):193-8. doi: 10.1016/S0022-3913(07)60055-9.

Abstract

STATEMENT OF PROBLEM

Debonding is a common cause of failure encountered with fiber posts and usually occurs along the post space-dentin adhesive interface. The ideal thickness of the resin cement needed to improve retentive bond strength is unknown.

PURPOSE

The purpose of this study was to evaluate the effect of 4 different post-space diameters and related resin cement film thicknesses on the bond strength between fiber posts and root dentin.

MATERIAL AND METHODS

Eighty human maxillary central incisors with similar root lengths were selected, sectioned at the cemento-enamel junction, and the roots were treated endodontically. The roots were divided into 4 groups (n=20), and the post spaces were prepared to a depth of 8 mm using 1 of 4 different drills with a different diameter: Torpan drill ISO 90 for the control group (D90); and Torpan Drill ISO 100 (D100), Torpan Drill ISO 120 (D120), or Enapost Drill ISO 140 (D140) for the 3 test groups. Quartz fiber posts (Endo Lightpost), 0.9 mm in apical diameter, were luted (Panavia 21) in each specimen after dentin bonding procedures. The specimens were then subjected to a pullout test using a universal testing machine at a crosshead speed of 1.0 mm/min, and the maximum force required to dislodge each post was recorded (N). Data were analyzed using 1-way ANOVA and Tukey multiple comparisons tests (a=.05).

RESULTS

The mean bond strength values (SD) in N for the experimental groups D100 (181.7 (55.3)) and D120 (210.7 (55.0)) were higher (P=.036 and <.001, respectively) than that obtained for the D90 control group (138.5 (49.2)). The lowest mean value was recorded for the D140 group (91.1 (36.0)). All experimental groups showed significantly different results, when compared to the control group. A multiple comparison between experimental groups showed significant differences (P<.001). Only the comparison between D100 versus D120 was not significant.

CONCLUSIONS

Data suggest that the resin cement film thickness influences the pullout strengths of fiber-reinforced posts. For the selected quartz fiber-reinforced post and resin luting cement, the highest bond strength values were not obtained when the thinnest cement layer was tested (D90) but when oversized post spaces were used (D100-D120). However, when the cement film thickness was too great (D140), the dislocation resistance of fiber-reinforced posts was significantly decreased.

摘要

问题陈述

脱粘是纤维桩修复失败的常见原因,通常发生在桩道-牙本质粘结界面。目前尚不清楚提高固位粘结强度所需的树脂水门汀的理想厚度。

目的

本研究旨在评估4种不同桩道直径及相关树脂水门汀膜厚度对纤维桩与牙根牙本质之间粘结强度的影响。

材料与方法

选取80颗根长相近的人上颌中切牙,在牙骨质-釉质界处截断,对牙根进行根管治疗。将牙根分为4组(n = 20),使用4种不同直径的钻针之一将桩道预备至8 mm深度:对照组使用Torpan钻针ISO 90(D90);3个试验组分别使用Torpan钻针ISO 100(D100)、Torpan钻针ISO 120(D120)或Enapost钻针ISO 140(D140)。在进行牙本质粘结操作后,将根尖直径为0.9 mm的石英纤维桩(Endo Lightpost)粘结(使用Panavia 21)于每个标本中。然后使用万能材料试验机以1.0 mm/min的十字头速度对标本进行拔出试验,记录拔出每个桩所需的最大力(N)。使用单因素方差分析和Tukey多重比较检验(α = 0.05)对数据进行分析。

结果

试验组D100(181.7(55.3))和D120(210.7(55.0))的平均粘结强度值(标准差)以N为单位,高于D90对照组(138.5(49.2))(分别为P = 0.036和<0.001)。D140组记录到最低的平均值(91.1(36.0))。与对照组相比,所有试验组均显示出显著不同的结果。试验组之间的多重比较显示出显著差异(P < 0.001)。只有D100与D120之间的比较无显著差异。

结论

数据表明树脂水门汀膜厚度会影响纤维增强桩的拔出强度。对于所选的石英纤维增强桩和树脂粘结水门汀,测试最薄水门汀层(D90)时并未获得最高的粘结强度值,而是使用过大的桩道直径(D100 - D120)时获得。然而,当水门汀膜厚度过大(D140)时,纤维增强桩的抗脱位能力会显著降低。

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