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股骨干骨折接骨板后外侧固定的实验研究
引用本文:冯赶年,程光龙,武维波,马孝文. 股骨干骨折接骨板后外侧固定的实验研究[J]. 中国骨与关节损伤杂志, 1994, 0(4)
作者姓名:冯赶年  程光龙  武维波  马孝文
作者单位:山西省孝义市人民医院骨科 032300
摘    要:在5具股骨干骨折标本上分别采用前外侧与后外侧钢板固定,然后进行纵向加载试验。结果显示股骨后外侧固定之接骨板的平均承载力为1599N(牛顿),前外侧接骨板的平均承载力为249.8N。说明了后外侧固定合理使用了钢板截面形状,提高了钢板的抗折弯强度,可对骨折产生坚强的内固定效能。

关 键 词:股骨后外侧  钢板截面形状  抗弯截面模量

The Experimental Study on Posterolateral Steel Plate Fixation in Femur Shaft Fracture
Feng Ganni-an,et al.. The Experimental Study on Posterolateral Steel Plate Fixation in Femur Shaft Fracture[J]. Chinese Journal of Bone and Joint Injury, 1994, 0(4)
Authors:Feng Ganni-an  et al.
Affiliation:Feng Ganni-an,et al.Department of Orthopaedics,the Pelople's Hospital,Xiaoyi.Shanxi 032300
Abstract:The anterolateral and posterolateral steel plates were fixed on 5 specimens of femur shaft fracture. Then longitudinal loading experiment carried on. The results showed that the carrying capacity of the posterolateral plates was 1599 Newton, the anterolateral plates only 249. 8 Newton. It is suggested that the posterolateral fixation of the plate makes use of the steel plate section and increases the bend-resist strength of the plate and results in a solid internal fixation effect on the fracture of femur shaft.
Keywords:Posterolateral of the femur shaft Shape of the steel plate section Bend-resist strength of the section.
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