Natera Luis Gerardo, Consigliere Paolo, Witney-Lagen Caroline, Bruguera Juan, Sforza Giuseppe, Atoun Ehud, Levy Ofer
Reading Shoulder Unit, Royal Berkshire Hospital and Berkshire Independent Hospital Reading, Berkshire, United Kingdom.
Hospital San Juan de Dios Pamplona, Pamplona (Navarra), Spain.
Arthrosc Tech. 2017 Aug 7;6(4):e1245-e1251. doi: 10.1016/j.eats.2017.04.015. eCollection 2017 Aug.
Failure of arthroscopic techniques in cases of recurrent anterior glenohumeral instability may result from inadequate treatment of capsular injury. The use of few anchors has been cited as a cause of failure in arthroscopic stabilization techniques. This applies to the use of the suture anchors as spot-welding points in conventional techniques. It has been shown that horizontal mattress suture techniques restore better labral height and anatomy than simple suture techniques in the repair of acute Bankart lesions. Horizontal mattress repairs, like the one achieved with the "purse-string" technique, pushes the labrum toward the humeral side of the joint, thus providing a buttress to the glenohumeral joint. We present the purse-string technique, which involves the use of only 1 suture anchor located at the 4-o'clock position. Sutures are passed through the labrum and capsule from south to north, thus allowing the incorporation of more capsular tissue involved in the raising of the anterior labral bumper. One suture anchor at the 4-o'clock position is used to ensure a purse-string effect, with tightening of the capsule in the inferosuperior plane and repair of the Bankart lesion. The repair achieved is 3-fold: Bankart repair, south-to-north capsular shift, and creation of an anterior bumper.
在复发性肩肱关节前脱位病例中,关节镜技术失败可能是由于关节囊损伤治疗不充分。使用较少的锚钉被认为是关节镜稳定技术失败的一个原因。这适用于在传统技术中使用缝线锚钉作为点焊点的情况。研究表明,在急性Bankart损伤修复中,水平褥式缝合技术比简单缝合技术能更好地恢复盂唇高度和解剖结构。水平褥式修复,如通过“荷包缝合”技术实现的修复,将盂唇推向关节的肱骨侧,从而为肩肱关节提供支撑。我们介绍荷包缝合技术,该技术仅使用1个位于四点位置的缝线锚钉。缝线从南向北穿过盂唇和关节囊,从而能够纳入更多参与提升前盂唇缓冲结构的关节囊组织。在四点位置使用1个缝线锚钉以确保荷包缝合效果,在上下平面收紧关节囊并修复Bankart损伤。实现的修复有三个方面:Bankart修复、从南到北的关节囊移位以及创建前缓冲结构。