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Partially Strengthened Main Cable System for the Rehabilitation of an Old Suspension Bridge

 Partially Strengthened Main Cable System for the Rehabilitation of an Old Suspension Bridge
Auteur(s): , ,
Présenté pendant IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016, publié dans , pp. 1530-1535
DOI: 10.2749/stockholm.2016.1525
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Bridge rehabilitation projects for enhancing the safety and serviceability of old bridges are carried out widely around the world. Especially, suspension bridges are intensively maintained with hig...
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Détails bibliographiques

Auteur(s): (Daelim Industrial, Seoul, Republic of Korea)
(Daelim Industrial, Seoul, Republic of Korea)
(Daelim Industrial, Seoul, Republic of Korea)
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Congress: Challenges in Design and Construction of an Innovative and Sustainable Built Environment, Stockholm, Sweden, 21-23 September 2016
Publié dans:
Page(s): 1530-1535 Nombre total de pages (du PDF): 6
Page(s): 1530-1535
Nombre total de pages (du PDF): 6
Année: 2016
DOI: 10.2749/stockholm.2016.1525
Abstrait:

Bridge rehabilitation projects for enhancing the safety and serviceability of old bridges are carried out widely around the world. Especially, suspension bridges are intensively maintained with high construction budgets. The damaged hanger rope, stiffening girder and main tower in suspension bridges can be repaired, strengthened or replaced. However, in the case of a main cable, the remedy until now only removes rust and applies surface repainting. Basically, the main cable consists of thousands of small wires, which is not replaceable. A damaged or disconnected wire also cannot be repaired or replaced. This paper suggests a new method for strengthening a main cable that is deteriorated by the aging effect. By small cables connecting a couple of cable bands on both sides from a pylon, the strength of the main cable can be increased and the possibility of slip of the cable bands are decreased. This suggestion is introduced by an example of an old suspension bridge that has been opened to traffic for forty years. The reinforcing level of the main cable should be decided by the extent of damage. Hence, the level of strengthening of the main cable can be easily controlled by only the amount of ancillary cables.

Mots-clé:
pont suspendu

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