Doornink Josef, Fitzpatrick Dan C, Boldhaus Sebastian, Madey Steven M, Bottlang Michael
Biomechanics Laboratory, Legacy Research & Technology Center, Portland, Oregon 97232, USA.
J Trauma. 2010 Aug;69(2):411-7. doi: 10.1097/TA.0b013e3181ec9417.
Hybrid plating (HP) may improve fixation strength of locked plating (LP) constructs by combining the use of locked and nonlocked screws within a bone segment. This biomechanical study evaluated whether a hybrid bridge plating construct provides greater fixation strength than an all-locked construct in the osteoporotic diaphysis.
LP and HP constructs were applied to a validated surrogate of the osteoporotic femoral diaphysis in a bridge plating configuration. In LP constructs, plates were applied with three locking screws on each side of the fracture gap and remained 1 mm elevated. In HP constructs, plates were applied with two conventional screws complemented by a single locked screw on each side of the fracture. Constructs were tested under dynamic loading to failure in bending, torsion, and axial loading to analyze construct strength and failure mechanism in each loading mode.
Compared with the LP construct, the HP construct was 7% stronger in bending (p = 0.17), 42% stronger in torsion (p < 0.001), and 7% weaker in axial compression (p = 0.003). In bending, constructs failed by periprosthetic fracture. In torsion, LP constructs failed by screw breakage, and HP constructs failed by periprosthetic fracture or breakage of the locking screw. In axial compression, all constructs failed by screw migration.
HP delivered similar bending strength and higher torsional strength than an all-locked bridge plating construct, while causing only a small decrease in axial strength. It may therefore provide an attractive alternative to an all-locked construct for plate fixation in the osteoporotic diaphysis.
混合钢板固定(HP)通过在骨段内联合使用锁定螺钉和非锁定螺钉,可能提高锁定钢板(LP)结构的固定强度。本生物力学研究评估了在骨质疏松性骨干中,混合桥接钢板结构是否比全锁定结构提供更大的固定强度。
将LP和HP结构以桥接钢板配置应用于经过验证的骨质疏松性股骨干替代物。在LP结构中,钢板在骨折间隙两侧各用3枚锁定螺钉固定,并保持抬高1mm。在HP结构中,钢板在骨折两侧各用2枚传统螺钉辅以1枚锁定螺钉固定。对结构进行动态加载直至弯曲、扭转和轴向加载失效,以分析每种加载模式下结构的强度和失效机制。
与LP结构相比,HP结构在弯曲时强度高7%(p = 0.17),在扭转时强度高42%(p < 0.001),在轴向压缩时强度低7%(p = 0.003)。在弯曲时,结构因假体周围骨折而失效。在扭转时,LP结构因螺钉断裂而失效,HP结构因假体周围骨折或锁定螺钉断裂而失效。在轴向压缩时,所有结构均因螺钉移位而失效。
与全锁定桥接钢板结构相比,HP具有相似的弯曲强度和更高的扭转强度,同时仅导致轴向强度略有降低。因此,对于骨质疏松性骨干的钢板固定,它可能是全锁定结构的一个有吸引力的替代方案。