Design of Segmental Precast Portal Frame for Red Line Mass Transit System in Bangkok
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Détails bibliographiques
| Auteur(s): |
Puvanai Wirojjanapirom
(NorCiv Engineering Co., Ltd., Bangkok, Thailand)
Sopon Ritdumrongkul (NorCiv Engineering Co., Ltd., Bangkok, Thailand) Sittisak Imsombat (NorCiv Engineering Co., Ltd., Bangkok, Thailand) Knut H. Nielsen (NorCiv Engineering Co., Ltd., Bangkok, Thailand) |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Conference: Engineering the Developing World, Kuala Lumpur, Malaysia, 25-27 April 2018 | ||||
| Publié dans: | IABSE Conference Kuala Lumpur 2018 | ||||
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| Page(s): | 267-274 | ||||
| Nombre total de pages (du PDF): | 8 | ||||
| DOI: | 10.2749/kualalumpur.2018.0267 | ||||
| Abstrait: |
This paper presents innovative design and development of massive precast segmental concrete portal frame system applied for Red Line Mass Transit project in Bangkok, Thailand. The Portals were originally designed as cast-in-place concrete for supporting typical 30 m span elevated viaduct. Several types of portal frame with single and continuous beams, single columns and T- head columns are considered. In order to cover all the structural members, cross beams with typical 3x3 m segmental box section, piers and pier heads are elaborately designed. Stressing and lifting procedures were analyzed to simplify the erection process. A U-tendon system was adopted to connect the precast pier segments to the pile caps. In addition, structural safety of segmental cross beams was verified by full-scale loading test. |
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| Mots-clé: |
portique
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