Cable stayed suspension bridge making combined use of...

Bridges – Suspension

Reexamination Certificate

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Reexamination Certificate

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07743444

ABSTRACT:
A cable-stayed suspension bridge having characteristics of a cable stayed bridge and those of a suspension bridge at the same and time and using one-box and two-box girders in combination is disclosed. The bridge grinder of the cable-stayed suspension bridge includes one-box girders that each extend to both sides through the respective one tower and a two-box girder set in a central portion of the center span between towers in the length direction of the bridge girder. The cable-stayed suspension bridge includes cable-stayed structures in which a respective one of the one-box girders is supported by the tower with plural cables and a suspension structure in which the two-box girder is supported by the plural towers with two main cables and plural hanger ropes. The two-box girder has a central ventilation opening in the central portion as viewed in a transverse direction thereof. The hanger ropes in the suspension structure extend from the main cables almost perpendicularly, and their lower end portions are connected to the end portions in the transverse direction of the central ventilation opening or in the vicinity thereof.

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Yoshimura, et al., “Static Characteristics of Cable Stayed Suspension Bridge”, 45th Conference, I-280, p. 590-591, Sep. 1990.
Matsuda, et al., “Examination of Static Characteristics of Cable Stayed Suspension Bridge”, 45th Conference, I-281, p. 592-593, Sep. 1990.
Nomura, et al. “Trial Design of a Span 900 m cable Stayed Suspension Bridge”, 48th Conference, I-431, p. 1010-1011, Sep. 1993.
Nomura, et al., Structural Characteristic and Economy of Cable Supported Bridges With Long Span, Structural Engineering Reports vol. 41A, p. 1003-1014, Mar. 1995.
Murakoshi, et al., “Study of Upper Structure in Super Long Bridge with Excellent in Economy and Wind Resistance”, 58th Conference, I-108, p. 215-216, Sep. 2003.
Roku, et al., “Examination Related to the Wind Resistant Stability of a Two-box Girder Cross Section”, 57th Conference, I-488, p. 975-976, Sep. 2002.

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