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COMPOSITE GIRDER USED STEEL-CONCRETE OF CONTINUOUS OF PRESTRESS BRIDGE AND IT'S BUILDING METHOD

机译:连续预应力桥梁钢-混凝土组合梁的制作方法

摘要

A steel-concrete composite girder on continuously point one prestressed composite girder bridge and its construction method is arranged to effectively renitency, works to the boundary of steel-concrete composite girder. A steel-concrete composite girder on continuously one prestressed composite girder bridge of point includes a H-shaped steel truss (10), a concrete component (20), a support unit (30) and a coupling member (40). H-shaped steel truss is mounted in the continuous point in the bridge mark of composite girder bridge. Concrete component is fixed to the lower part of purlin. Concrete component is arranged on continuous point. Support unit is fixed to every one end and the lower part of purlin of concrete component. Support unit controls every one end of concrete component. Support unit renitency is performed.
机译:在连续一点的预应力复合梁桥上布置一种钢-混凝土组合梁及其布置方法,以有效地回弹,在钢-混凝土组合梁的边界处工作。连续一个点的预应力复合梁桥上的钢混凝土复合梁包括H形钢桁架(10),混凝土构件(20),支撑单元(30)和联接构件(40)。 H型钢桁架安装在复合梁桥的桥标记的连续点处。混凝土组件固定在pur条的下部。混凝土构件布置在连续点上。支撑单元固定在混凝土构件pur条的每一端和下部。支撑单元控制混凝土组件的每一端。执行支持单元的重现性。

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