Management of bridge with non-rigid connectors in cases with pier abutments

Arrad Rambey, Ratna Sari Dewi
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Abstract

The type of denture bridge with pier abutments where there are stand-alone abutment teeth between the abutment terminals, requires the dentist to pay special attention. One crown is attached to a natural tooth, and the other crown is attached to a dental implant or other type of abutment, known as the pier abutment that can become a class I fulcrum if restored using a 5-unit bridge with rigid connectors, which can cause excessive force to be received by the retainer at the abutment terminal, leading to debonding of the retainer or even damage to the periodontal tissues of the abutment teeth. In addition to these problems, long-span bridges have a poor prognosis due to the mobility difference between the anterior and posterior teeth, which may cause excessive stress on the connector. The use of a non-rigid connector can overcome this problem, as it can be a stress breaker by allowing micro-movements in the connector. The design of semi-rigid bridge with pier abutments must consider factors such as span length, anticipated occlusal load, and mastication factor. Proper consideration of these factors ensures the safety and longevity of the bridge.
在有桥墩的情况下使用非刚性连接件管理桥梁
带有桥墩基台的义齿桥类型,即在基台终端之间有独立的基台牙,需要牙医特别注意。一个牙冠连接在天然牙上,另一个牙冠连接在种植牙或其他类型的基台上,这就是所谓的墩基台,如果使用带有刚性连接体的 5 单元桥修复,墩基台可能会成为 I 类支点,这可能会导致基台终端的固位体受到过大的力,导致固位体脱落,甚至损坏基牙的牙周组织。除了这些问题,大跨度牙桥的预后也很差,因为前牙和后牙之间的活动度差异可能会对连接体造成过大的应力。使用非刚性连接体可以克服这一问题,因为它可以通过允许连接体的微动来消除应力。带墩基台的半刚性桥的设计必须考虑跨度长度、预期咬合负荷和咀嚼因素等因素。对这些因素的适当考虑可确保桥体的安全性和使用寿命。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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