Haug R H, Barber J E, Reifeis R
Division of Oral and Maxillofacial Surgery, Metrohealth Medical Center, Cleveland, Ohio, USA.
Oral Surg Oral Med Oral Pathol Oral Radiol Endod. 1996 Sep;82(3):257-63. doi: 10.1016/s1079-2104(96)80349-0.
The purpose of this investigation was to compare the conventional technique of mandibular angle fracture plating with two biomechanically dissimilar techniques in their abilities to resist vertical loads similar to masticatory forces.
Three groups of five synthetic hemimandibles with simulated fracture repairs were compared for their capabilities to resist vertical deformation. The conventional group was stabilized with a thin tension band system at the superior border and thick stabilization plate system at the inferior border. The nontraditional group was stabilized with a thick tension band system at the superior border and thin stabilization plate system at the inferior border. The two miniplate group was stabilized with a thin tension band system at the superior border and thin stabilization plate at the inferior border. A cantilever beam design was used. Testing was performed with an instron 8511.20 (Instron Corp., Canton, Mass.) mechanical testing device. The three groups were compared with a two way analysis of variance.
The forces resisted by the conventional group (167.6 +/- 18.2 N), the nontraditional group (156.3 +/- 33.9 N), and two miniplate group (154.0 +/- 18.4 N) were not statistically different (F = 0.44, p > 0.66). All failures occurred at the tension bands secured with monocortical screws.
Under the conditions described in this in vitro investigation, plate thickness or pattern made no difference. All failures in this experiment occurred with monocortical screws in the superior border tension band system.
本研究旨在比较下颌角骨折钢板固定的传统技术与两种生物力学不同的技术在抵抗类似于咀嚼力的垂直负荷方面的能力。
比较三组各五块模拟骨折修复的合成半下颌骨抵抗垂直变形的能力。传统组在上缘用薄张力带系统稳定,在下缘用厚稳定板系统稳定。非传统组在上缘用厚张力带系统稳定,在下缘用薄稳定板系统稳定。双微型钢板组在上缘用薄张力带系统稳定,在下缘用薄稳定板稳定。采用悬臂梁设计。使用英斯特朗8511.20(英斯特朗公司,马萨诸塞州坎顿)机械测试装置进行测试。三组采用双向方差分析进行比较。
传统组(167.6±18.2 N)、非传统组(156.3±33.9 N)和双微型钢板组(154.0±18.4 N)所抵抗的力无统计学差异(F = 0.44,p > 0.66)。所有失败均发生在用单皮质螺钉固定的张力带上。
在本体外研究所述条件下,钢板厚度或模式没有差异。本实验中的所有失败均发生在上缘张力带系统中的单皮质螺钉处。