橋梁 (3)

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[VI-254] Rationalized construction results of PC 4-span balanced arch bridge

*Sohei Takano¹, Masahiro Abe¹, Mituaki Kuwata¹, Masamiti Ota², Toma Yasufumi³ (1. KAJIMA CORPORATION, 2. FUJI P.S CORPORATION, 3. West Nippon Expressway Company Limited)

Keywords:

Balanced arch bridge,Truss overhang erection,Steeply inclined arch rib,Arch rib form traveller

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