Wynkoop Aaron, Ndubaku Osy, Charpentier Paul M, Peck Jeffrey B, Walter Norman E, Atkinson Patrick
McLaren-Flint McLaren Regional Medical Center Orthopaedic SurgeryFlint, MI 48532.
Iowa Orthop J. 2017;37:11-17.
The end screw in a fracture plate creates the greatest resistance to bending. For osteoporotic fractures treated with plates, there is some question as to the optimal screw insertion technique for the screw farthest from the fracture. A locked, oblique end screw was previously shown to increase resistance to periprosthetic fracture. It is unknown, however, how this end screw configuration would resist pullout when subjected to bending.
Narrow, low contact 3.5 mm locking compression plates with 6 and 12 holes were anchored to simulated bone material with material properties representing osteoporotic bone. Four configurations were evaluated for the end screw: perpendicular and angulated 30 degrees away from the fracture for both non-locked and locked screws (n=6 per group). The constructs were subjected to 3 point bending until the peak load and finally total construct failure was achieved.
Peak force, stiffness, energy to peak load, and the failure mode of each construct were determined. All four 12-hole construct groups failed by gross plastic bending deformation of the plate at the fulcrum past a previously established clinically relevant limit for failure (15°). All 12-hole plate constructs failed at statistically higher loads and energy than any of the 6-hole plate constructs, with the exception of the 6-hole locked, oblique construct.
The locked, oblique end screw provides equivalent pull out strength for 3.5 mm low contact plates regardless of plate length. Combined with its resistance to periprosthetic fracture, this end screw configuration appears to be the best option for the construct integrity of hybrid plating for osteoporotic fractures.
Osteoporotic fractures are challenging to treat. The current study and the existing literature show that resistance to both bending loads and refracture at the end of a plate are minimized with a locked screw angled away from the fracture.
接骨板中的末端螺钉对弯曲的抵抗力最大。对于采用接骨板治疗的骨质疏松性骨折,距离骨折部位最远的螺钉的最佳置入技术存在一些疑问。先前的研究表明,锁定斜向末端螺钉可增加对假体周围骨折的抵抗力。然而,尚不清楚这种末端螺钉构型在承受弯曲时如何抵抗拔出力。
将具有6孔和12孔的窄型、低接触3.5毫米锁定加压接骨板固定在具有代表骨质疏松骨材料特性的模拟骨材料上。对末端螺钉评估了四种构型:非锁定和锁定螺钉均垂直于骨折部位以及与骨折部位成30度角(每组n = 6)。对接骨板结构施加三点弯曲,直至达到峰值载荷,最终接骨板结构完全失效。
确定了每个接骨板结构的峰值力、刚度、达到峰值载荷时的能量以及失效模式。所有四个12孔接骨板结构组均因接骨板在支点处发生严重塑性弯曲变形而失效,超过了先前确定的临床相关失效极限(15°)。除6孔锁定斜向接骨板结构外,所有12孔接骨板结构在统计学上均比任何6孔接骨板结构在更高的载荷和能量下失效。
对于3.5毫米低接触接骨板,无论接骨板长度如何,锁定斜向末端螺钉均能提供同等的拔出强度。结合其对假体周围骨折的抵抗力,这种末端螺钉构型似乎是骨质疏松性骨折混合接骨板结构完整性的最佳选择。
骨质疏松性骨折的治疗具有挑战性。当前的研究和现有文献表明,远离骨折部位成一定角度的锁定螺钉可将接骨板末端对弯曲载荷和再骨折的抵抗力降至最低。