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BRIDGE PIER OF COMPOSITE STEEL PIPE-CONCRETE STRUCTURE

机译:复合钢管混凝土结构桥墩

摘要

PROBLEM TO BE SOLVED: To freely determine a cross-sectional shape in a cross section design.;SOLUTION: A bridge pier body 4 of an inventive bridge pier of composite steel pipe-concrete structure 1 is configured so that the horizontal section thereof becomes a rectangle, and consists of a body lower part 4a, a body intermediate part 4b, and a body upper part 4c. The body intermediate part 4b is constituted of a plurality of hollow steel pipes 6 and a concrete body 7b and the body upper part 4c is constituted of a plurality of hollow steel pipes 6 and a concrete body 7c. The concrete bodies 7b, 7c are constituted of vertical reinforcements 11 erected along a vicinity of the surface side of the bridge pier body 4b, 4c, tension members 12 consisting of aramid fiber ropes wound around the outside of the vertical reinforcements 11 so as to encircle a steel pipe group consisting of the plurality of hollow steel pipes 6, and concrete 13 placed around the hollow steel pipes 6 so that the vertical reinforcements 11 and the tension members 12 are embedded. The tension members 12 are wound along the surface of the bridge pier body 4b, 4c having a rectangular cross section while being bent at corner parts.;COPYRIGHT: (C)2013,JPO&INPIT
机译:解决的问题:在横截面设计中自由地确定横截面形状;解决方案:本发明的复合钢管混凝土结构1的桥墩的桥墩主体4构造成其水平截面为矩形,由主体下部4a,主体中间部分4b和主体上部4c组成。主体中间部4b由多个中空钢管6和混凝土主体7b构成,主体上部4c由多个中空钢管6和混凝土主体7c构成。混凝土主体7b,7c由沿着桥墩主体4b,4c的表面侧附近竖立的竖向加强件11,和由芳纶纤维绳构成的张紧构件12构成,张紧构件12围绕竖向加强件11的外部缠绕。钢管组由多个中空钢管6和围绕中空钢管6放置的混凝土13组成,以便埋置垂直加强件11和受拉构件12。受拉构件12在拐角处弯曲时沿横截面为矩形的桥墩主体4b,4c的表面缠绕。版权所有:(C)2013,日本特许会计师事务所

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