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A prospective 3-year study of fixed bridges linking Astra Tech ST implants to natural teeth
Background: Connecting teeth and osseointegrated implants in fixed reconstructions is not generally recommended because of differences in their response to loading. Aim: The aim of the present study was to assess the clinical and radiographic performance of the teeth and implants used to support thr...
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Published in: | Clinical oral implants research 2005-06, Vol.16 (3), p.302-307 |
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Main Authors: | , , |
Format: | Article |
Language: | English |
Subjects: | |
Citations: | Items that this one cites Items that cite this one |
Online Access: | Get full text |
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Summary: | Background: Connecting teeth and osseointegrated implants in fixed reconstructions is not generally recommended because of differences in their response to loading.
Aim: The aim of the present study was to assess the clinical and radiographic performance of the teeth and implants used to support three unit fixed bridges subjected to normal functional loads.
Subjects and methods: Nineteen subjects (10 males, nine females, age range 27–65 years) with an edentulous posterior free end saddle in either maxilla or mandible (Kennedy Class 2), and opposing natural teeth or a tooth‐supported fixed bridge were treated and completed the 3‐year trial. An Astra Tech ST implant (length: 9 mm (n=2), 11 mm (n=9) or 13 mm (n=8); diameter: 4.5 mm) was placed immediately distal to the last tooth or leaving a single premolar sized space. The distal tooth received a gold coping and the implant was restored with a customised Prepable abutment (Astra Tech Profile BiAbutment: diameter 5.5 or 7 mm). A fixed bridge was placed linking the gold coping and implant abutment either with the pontic as a distal cantilever (n=6, length 7–8 mm) or as a fixed–fixed design (n=13, length 6–12 mm). Standardised radiographs and clinical records were taken at delivery of the prosthesis (baseline BL) and annually.
Results: Plaque scores at implant sites increased between BL and subsequent years (P |
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ISSN: | 0905-7161 1600-0501 |
DOI: | 10.1111/j.1600-0501.2005.01110.x |