Strengthening of the A52 Clifton Stage 2 bridge in Nottingham
|
|
|||||||||||
Bibliografische Angaben
| Autor(en): |
Riccardo Stroscio
(Tony Gee and Partners LLP, Esher, Surrey, UK)
Akram Malik (Tony Gee and Partners LLP, Esher, Surrey, UK) Frédéric Turlier (VSL Systems (UK) Ltd, London, UK) Malcolm Dangerfield (National Highways, Annesley, Nottinghamshire, UK) |
||||
|---|---|---|---|---|---|
| Medium: | Tagungsbeitrag | ||||
| Sprache(n): | Englisch | ||||
| Tagung: | IABSE Symposium: Construction’s Role for a World in Emergency, Manchester, United Kingdom, 10-14 April 2024 | ||||
| Veröffentlicht in: | IABSE Symposium Manchester 2024 | ||||
|
|||||
| Seite(n): | 988-996 | ||||
| Anzahl der Seiten (im PDF): | 9 | ||||
| DOI: | 10.2749/manchester.2024.0988 | ||||
| Abstrakt: |
The A52 Clifton bridge is a 6-span post-tensioned concrete bridge, which carries the A52 trunk road in the City of Nottingham (UK). The bridge was built in the early 1970’s and comprises two distinct bridges: the South Approach Viaduct and the Main Bridge over the River Trent. In February 2020, severe corrosion was identified within the external strands inside the South Viaduct. Lane restrictions were implemented while further investigations confirmed additional corrosion in the prestressing strands for both superstructures. The assessments revealed shortfalls in strength and led to the design of a deck strengthening solution using additional prestressing tendons. This paper describes the strengthening solution for both superstructures including the construction sequences and discusses the destressing works of a selected number of external redundant strands within the Main Bridge allowing the new strengthening tendons to be fully jacked to their final specified forces. |
||||
| Stichwörter: |
Brücke Verstärkung Instandsetzung Bewertung
|
||||
