Alkateb Waseem, Husein Hassan A, Jamous Issam
Fixed Prosthodontics, Damascus University, Damascus, SYR.
Cureus. 2024 Oct 8;16(10):e71087. doi: 10.7759/cureus.71087. eCollection 2024 Oct.
Background Bridges with minimal preparation have received great acceptance in recent years. Since their first appearance, they have undergone many types of modifications and improvements. Aim This study aimed to compare three types of minimal preparation bridges in terms of force required for dislodgement and the type of deformation incurred for each of the abutments and prostheses. Materials and methods The research sample consisted of 36 adhesive bridges divided into three equal groups. The first group contained traditional adhesive bridges prepared from the proximal and lingual surfaces with a thickness of 1 mm, the second group contained adhesive bridges with standard slot-back dummies, and the third group contained adhesive bridges with modified slot-back dummies. Each bridge underwent a pressure test, which was directed from the buccal toward the lingual side and was inclined to the horizontal plane at an angle of 45°. A one-way analysis of variance (ANOVA) test was conducted with a significance level of 0.05. Results The average dislodgement resistance value in the traditional adhesive bridges group was 480,858 N, with no statistically significant difference from the standard slot-back dummy group (p = 1), for which the average dislodgement resistance value was 486,050 N. The average dislodgement resistance value in the modified slot-back dummy group was 746,733 N, with a statistically significant difference compared with other study groups (p < 0.05). Conclusion The adhesive bridge with the modified slot-back dummy showed higher dislodgement resistance compared to the traditional adhesive bridge and the adhesive bridge with the slot-back dummy.
近年来,微创预备型桥体受到了广泛认可。自首次出现以来,它们经历了多种类型的改良和改进。目的:本研究旨在比较三种类型的微创预备型桥体在脱位所需力以及每个基牙和修复体所产生的变形类型方面的差异。材料和方法:研究样本包括36个粘结桥,分为三个相等的组。第一组包含从近中面和舌面制备的厚度为1mm的传统粘结桥,第二组包含带有标准槽背式固位体的粘结桥,第三组包含带有改良槽背式固位体的粘结桥。每个桥体都进行了压力测试,测试方向是从颊侧向舌侧,并与水平面成45°角倾斜。进行了显著性水平为0.05的单因素方差分析(ANOVA)测试。结果:传统粘结桥组的平均脱位阻力值为480,858N,与标准槽背式固位体组(平均脱位阻力值为486,050N)相比无统计学显著差异(p = 1)。改良槽背式固位体组的平均脱位阻力值为746,733N,与其他研究组相比有统计学显著差异(p < 0.05)。结论:与传统粘结桥和带有槽背式固位体的粘结桥相比,带有改良槽背式固位体的粘结桥表现出更高的脱位阻力。