General Information
| Other name(s): | Dao-Kanong-Brücke |
|---|---|
| Beginning of works: | 1. Oktober 1984 |
| Completion: | 5. Dezember 1987 |
| Status: | in Nutzung |
Project Type
| Structure: |
Schrägseilbrücke mit Fächersystem |
|---|---|
| Secondary structure(s): |
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| Function / usage: |
Straßenbrücke |
| Material: |
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Location
Technical Information
Dimensions
| größte Stützweite | 450 m | |
| Gesamtlänge der Seitenöffnungen | 61.20 m - 57.60 m - 46.80 m | |
| Gesamtlänge | 781.20 m | |
| größter Seildurchmesser | 167 mm | |
| Fahrbahntafel | Überbauhöhe | 4.000 m |
| Überbaubreite | 33.000 m |
Materials
| Seile |
Stahl
|
|---|---|
| Pfeiler |
Stahlbeton
|
| Pylone |
Stahl
|
Participants
Konzept
- Hellmut Homberg (Konzept)
Ingenieurbau
- Hitachi Zosen Inc. (Überbau)
- Paul Medland (Ingenieurassistent)
Bauleitung
- Ralph Anthony Freeman (Bauleiter)
Materialhersteller
Relevant Web Sites
Relevant Publications
- (1987): The Bangkok Cable Stayed Bridge. 3 F Engineering Consultants, Bangkok (Thailand), pp. 45.
- (2013): Field Measurement and Load Testing of the Rama IX Cable-Stayed Bridge. Presented at: IABSE Symposium: Long Span Bridges and Roofs - Development, Design and Implementation, Kolkata, India, 24-27 September 2013, pp. 1-8.
- (1998): Rama IX Viaduct, Bangkok, Thailand. In: Structural Engineering International, v. 8, n. 2 (May 1998), pp. 92-92.
- (1994): Two major cable-stayed bridges in Asia: Vidyasagar (second Hoogly Bridge), Calcutta and Rama IX, Bangkok. Presented at: International Conference IABSE-FIP: Ponts suspendus et à haubans = Cable-stayed and suspension bridges, Deauville, France, 12-15 October 1994, pp. 421.
- About this
data sheet - Structure-ID
20000092 - Published on:
29/12/1998 - Last updated on:
30/05/2017
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