中国医学工程2024,Vol.32Issue(8) :38-41.DOI:10.19338/j.issn.1672-2019.2024.08.007

不同固定方法治疗胫骨平台外后侧骨折的生物力学分析研究

Biomechanical analysis of different fixation methods for treating posterior tibial plateau fractures

毛冯缘 程邦君 黄燕峰 罗轶
中国医学工程2024,Vol.32Issue(8) :38-41.DOI:10.19338/j.issn.1672-2019.2024.08.007

不同固定方法治疗胫骨平台外后侧骨折的生物力学分析研究

Biomechanical analysis of different fixation methods for treating posterior tibial plateau fractures

毛冯缘 1程邦君 2黄燕峰 2罗轶2
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作者信息

  • 1. 安徽医科大学,安徽 合肥 230022
  • 2. 上海市第六人民医院金山分院骨科,上海 201599
  • 折叠

摘要

目的 通过生物力学分析研究采用掌骨T形钢板和拉力螺钉治疗胫骨平台外后侧骨折的疗效.方法 将20具人工合成的右侧胫骨模形,根据胫骨平台外后侧劈裂塌陷性骨折的形态学特征,建立胫骨平台外后侧劈裂塌陷性骨折模形,随机分为两组(n=10):A组采用3.5掌骨T形钢板固定;B组采用2枚拉力螺钉固定.测量两组在轴向负荷加载起始为10 N,最大为2 000N的压力下的垂直位移和最大失效载荷.结果 钢板组和螺钉组在250 N载荷下骨折块的垂直位移分别为(0.21±0.15)mm和(0.35±0.11)mm,在500 N载荷下骨折块的垂直位移分别为(0.32±0.12)mm和(0.91±0.27)mm,在1 000N载荷下骨折块的垂直位移分别为(0.76±0.16)mm和(1.75±0.21)mm,在1 500 N载荷下骨折块的垂直位移分别为(0.93±0.14)mm和(2.37±0.26)mm,在同一载荷下二者比较差异有统计学意义(P<0.05).钢板组和螺钉组的最大失效载荷分别为(1 865±183)N和(1 242±146)N,二者最大失效载荷比较差异有统计学意义(P<0.05).结论 掌骨T形钢板固定胫骨平台外后侧骨折,可以对塌陷的胫骨平台外后侧骨折块起到有效、稳定、坚强的固定,具有较强的稳定性和明显的生物力学优势.

Abstract

[Objective]To investigate the therapeutic effect of using metacarpal T-shaped steel plate and tension screw to treat posterior tibial plateau fractures through biomechanical analysis.[Methods]Twenty artificially synthesized right tibial models were used to establish a tibial plateau lateral split collapse fracture model based on the morphological characteristics of the fracture.The models were randomly divided into two groups(n=10):Group A was fixed with a 3.5 metacarpal T-shaped steel plate;Group B was fixed with 2 tension screws.Measure the vertical displacement and maximum failure load of two groups under axial load starting at 10 N and maximum pressure of 2000 N.[Results]The vertical displacements of the fracture blocks in the steel plate group and screw group under 250 N load were 0.21±0.15 mm and 0.35±0.11 mm.The vertical displacements of the fracture blocks under 500 N load were 0.32±0.12 mm and 0.91±0.27 mm.The vertical displacements of the fracture blocks under 1000 N load were 0.76±0.16 mm and 1.75±0.21 mm.The vertical displacements of the fracture blocks under 1500 N load were 0.93±0.14 mm and 2.37±0.26 mm.There was a statistically significant difference between the two under the same load(P<0.05).The maximum failure loads of the steel plate group and screw group were 1865±183 N and 1242±146 N and there was a statistically significant difference in the maximum failure loads between the two groups(P<0.05).[Conclusion]The use of metacarpal T-shaped steel plate fixation for posterior tibial plateau fractures can effectively,stably,and strongly fix collapsed posterior tibial plateau fractures,demonstrating strong stability and significant biomechanical advantages.

关键词

胫骨平台骨折/胫骨外后侧平台骨折/外后侧骨折/支撑钢板/螺钉

Key words

tibial plateau fracture/fracture of the posterior tibial plateau/external posterior fracture/supporting steel plate/screw

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基金项目

上海市金山区医药卫生类科技创新项目课题(2020-3-27)

上海健康医学院运动医学临床研究中心科研课题(20MC2020003)

出版年

2024
中国医学工程
中国医药生物技术协会 卫生部肝胆肠外科研究中心

中国医学工程

影响因子:0.504
ISSN:1672-2019
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