1972E-PeriodicaOpen access

Design and construction of prestressed concrete curved railway bridge consisting of precast concrete blocks

Kondo, Tokio, S Miyazaki

Open full text 0 citations

Abstract

THE YONESHIRO-GAWA RAILWAY BRIDGE BETWEEN TOMINE AND FATATSUI STATIONS IS THE FIRST CURVED, PRESTRESSED CONCRETE BRIDGE CONSTRUCTED BY THE JAPANESE NATIONAL RAILWAYS. IT CONSISTS OF THREE CONTINUOUS SPANS, EACH 56.3 M LONG; OVERALL BRIDGE LENGTH IS 337.8 M. THE CURVED SECTION HAS A RADIUS OF 800 M. THE TOPICS COVERED ARE ROUTE SELECTION AND EXECUTION, GIRDER DESIGN, SUPPORT DESIGN (INCLUDING A SPECIALLY DESIGNED OIL DAMPER SYSTEM), CONSTRUCTION, AND LOAD TESTS. SINCE A MAJOR PART OF THE WORK HAD TO BE CARRIED OUT DURING THE WINTER, PRECAST CONCRETE BLOCKS WERE ASSEMBLED ON TEMPORARY STAGINGS. IT IS CONCLUDED THAT THE METHOD SUFFERS FROM THE DISADVANTAGE THAT CONSIDERABLE TIME IS REQUIRED TO INSTALL THE STAGINGS, WHICH MEANS THAT THE SCHEDULE MUST BE RIGOROUSLY OBSERVED. HOWEVER, IT ALSO HAS A NUMBER OF ADVANTAGES, PARTICULARLY IN COLD WEATHER.

About this research paper

What this paper is about

THE YONESHIRO-GAWA RAILWAY BRIDGE BETWEEN TOMINE AND FATATSUI STATIONS IS THE FIRST CURVED, PRESTRESSED CONCRETE BRIDGE CONSTRUCTED BY THE JAPANESE NATIONAL RAILWAYS. IT CONSISTS OF THREE CONTINUOUS SPANS, EACH 56.3 M LONG; OVERALL BRIDGE LENGTH IS 337.8 M. THE CURVED SECTION HAS A RADIUS OF 800 M. THE TOPICS COVERED ARE ROUTE SELECTION AND EXECUTION, GIRDER DESIGN, SUPPORT DESIGN (INCLUDING A SPECIALLY DESIGNED OIL DAMPER SYSTEM), CONSTRUCTION, AND LOAD TESTS. SINCE A MAJOR PART OF THE WORK HAD TO BE CARRIED OUT DURING THE WINTER, PRECAST CONCRETE BLOCKS WERE ASSEMBLED ON TEMPORARY STAGINGS. IT IS CONCLUDED THAT THE METHOD SUFFERS FROM THE DISADVANTAGE THAT CONSIDERABLE TIME IS REQUIRED TO INSTALL THE STAGINGS, WHICH MEANS THAT THE SCHEDULE MUST BE RIGOROUSLY OBSERVED. HOWEVER, IT ALSO HAS A NUMBER OF ADVANTAGES, PARTICULARLY IN COLD WEATHER.

Why it matters

A significance statement is not available in the OpenAlex record.

Key contribution

A contribution statement is not available in the OpenAlex record.

Method / approach

Method details are not available in the OpenAlex metadata.

Main findings

Findings are not separately available in the OpenAlex metadata.

Limitations

Limitations are not available in the OpenAlex metadata.

Applications

Application details are not available in the OpenAlex metadata.

Available abstract

THE YONESHIRO-GAWA RAILWAY BRIDGE BETWEEN TOMINE AND FATATSUI STATIONS IS THE FIRST CURVED, PRESTRESSED CONCRETE BRIDGE CONSTRUCTED BY THE JAPANESE NATIONAL RAILWAYS. IT CONSISTS OF THREE CONTINUOUS SPANS, EACH 56.3 M LONG; OVERALL BRIDGE LENGTH IS 337.8 M. THE CURVED SECTION HAS A RADIUS OF 800 M. THE TOPICS COVERED ARE ROUTE SELECTION AND EXECUTION, GIRDER DESIGN, SUPPORT DESIGN (INCLUDING A SPECIALLY DESIGNED OIL DAMPER SYSTEM), CONSTRUCTION, AND LOAD TESTS. SINCE A MAJOR PART OF THE WORK HAD TO BE CARRIED OUT DURING THE WINTER, PRECAST CONCRETE BLOCKS WERE ASSEMBLED ON TEMPORARY STAGINGS. IT IS CONCLUDED THAT THE METHOD SUFFERS FROM THE DISADVANTAGE THAT CONSIDERABLE TIME IS REQUIRED TO INSTALL THE STAGINGS, WHICH MEANS THAT THE SCHEDULE MUST BE RIGOROUSLY OBSERVED. HOWEVER, IT ALSO HAS A NUMBER OF ADVANTAGES, PARTICULARLY IN COLD WEATHER.

Key concepts: Precast concrete, Bridge (graph theory), Prestressed concrete, Structural engineering, Schedule, Span (engineering), Engineering, Computer science

Related papers

Back to paper searchBrowse research topicsOriginal source
Design and construction of prestressed concrete curved railway bridge consisting of precast concrete blocks — Research Paper | ScholarLens