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Construction of composite viaduct structure and construction method of the composite viaduct .

机译:复合高架桥的施工及复合高架桥的施工方法。

摘要

PROBLEM TO BE SOLVED: To provide a construction structure of a composite viaduct and a construction method of the composite viaduct which enables construction even in a narrow space in a short period of time and building at a lowered cost.;SOLUTION: A construction structure of a composite viaduct is equipped with: a CFT column 21 that is formed of steel pipes filled with concrete; an upper-layer beam steel box girder that can be constructed by arranging it on the CFT column 21 and moving it in a horizontal direction; an upper-layer beam steel box girder member 23 composed of an insert steel frame 24 that is installed to an anchor frame 22 provided on the CFT column 21 and to the upper-layer beam steel box girder; a CFT column joint part that joins the CFT column 21 and the upper-layer beam steel box girder member 23; and a composite beam floor slab 26 that is arranged on the upper-layer beam steel box girder member 23 and made of concrete.;COPYRIGHT: (C)2012,JPO&INPIT
机译:要解决的问题:提供一种复合高架桥的施工结构和该复合高架桥的施工方法,该结构能够在短时间内甚至在狭窄的空间内进行施工,并以较低的成本进行施工。复合高架桥配备有:CFT柱21,由填充混凝土的钢管形成;可以通过将其布置在CFT塔21上并沿水平方向移动来构造上层梁钢箱梁。由插入钢架24构成的上层梁钢箱梁构件23,该插入钢框架24被安装到设置在CFT柱21上的锚固框架22和上层梁钢箱梁。 CFT柱接合部,其将CFT柱21和上层梁钢箱梁构件23接合。 ;组合梁楼板26,其布置在上层梁钢箱梁构件23上并由混凝土制成。;版权所有:(C)2012,日本特许厅&INPIT

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