Concrete Journal
Online ISSN : 2186-2753
Print ISSN : 0387-1061
ISSN-L : 0387-1061
The New Technique of Railway Bridges in Hokuriku Shinkansen
Hidetsugu Miyabayashi
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1996 Volume 34 Issue 9 Pages 5-11

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Abstract
Hokuriku Shinkansen's Takasaki-Nagano section is 117 kilometer long and it will bring a new service between Tokyo and Nagano in one and half hour. This article, I introduces three characteristic concrete bridges in this section. On constructing Kirizumigawa bridge, a prestressed concrete strutted beam bridge, two technical methods were adopted to control the effect against the environment : the lowering erection method for the slant piers and the cantilever erection method for the main girder. Daini Chikumagawa bridge, the first cable-stayed prestressed concrete bridge in Shinkansen, set up the record of the longest span of the concrete railway bridges (133.9 meters). Yashiro Minami and Yashiro Kita bridges (main span : 105 and 90 meters each) are extradosed prestressed concrete bridges and this structural type can decrease the beam height of middle-sized concrete railway bridges.
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© Japan Concrete Institute
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