Zeng Zhi-Min, Luo Cong-Feng, Putnis Sven, Zeng Bing-Fang
Department of Orthopaedic Surgery, Shanghai Sixth People's Hospital affiliated to Shanghai JiaoTong University, 600 Yisan Road. Shanghai, 200233, PR China.
Knee. 2011 Jan;18(1):51-4. doi: 10.1016/j.knee.2010.01.006. Epub 2010 Feb 8.
The purpose of this study was to compare the biomechanical strength of four different fixation methods for a posteromedial tibial plateau split fracture. Twenty-eight tibial plateau fractures were simulated using right-sided synthetic tibiae models. Each fracture model was randomly instrumented with one of the four following constructs, anteroposterior lag-screws, an anteromedial limited contact dynamic compression plate (LC-DCP), a lateral locking plate, or a posterior T-shaped buttress plate. Vertical subsidence of the posteromedial fragment was measured from 500 N to 1500 N during biomechanical testing, the maximum load to failure was also determined. It was found that the posterior T-shaped buttress plate allowed the least subsidence of the posteromedial fragment and produced the highest mean failure load than each of the other three constructs (P=0.00). There was no statistical significant difference between using lag screws or an anteromedial LC-DCP construct for the vertical subsidence at a 1500 N load and the load to failure (P>0.05). This study showed that a posterior-based buttress technique is biomechanically the most stable in-vitro fixation method for posteromedial split tibial plateau fractures, with AP screws and anteromedial-based LC-DCP are not as stable for this type of fracture.
本研究的目的是比较四种不同固定方法用于胫骨平台后内侧劈裂骨折的生物力学强度。使用右侧合成胫骨模型模拟28例胫骨平台骨折。每个骨折模型随机采用以下四种固定结构之一进行固定:前后拉力螺钉、前内侧有限接触动力加压钢板(LC-DCP)、外侧锁定钢板或后侧T形支撑钢板。在生物力学测试过程中,测量后内侧骨折块在500 N至1500 N载荷下的垂直下沉量,并确定最大破坏载荷。结果发现,后侧T形支撑钢板使后内侧骨折块的下沉量最小,且产生的平均破坏载荷高于其他三种固定结构中的任何一种(P=0.00)。在1500 N载荷下,使用拉力螺钉或前内侧LC-DCP固定结构时,垂直下沉量和破坏载荷之间无统计学显著差异(P>0.05)。本研究表明,对于胫骨平台后内侧劈裂骨折,基于后侧的支撑技术在体外固定方法中生物力学上最为稳定,而前后拉力螺钉和基于前内侧的LC-DCP对于此类骨折则不如前者稳定。