首页> 外国专利> RHAMEN BRIDGE HAVING PRESTRESSED STEEL-REINFORCED CONCRETE COMPOSITE GIRDER AND CONSTRUCTION METHOD THERE OF

RHAMEN BRIDGE HAVING PRESTRESSED STEEL-REINFORCED CONCRETE COMPOSITE GIRDER AND CONSTRUCTION METHOD THERE OF

机译:拉曼桥具有预应力钢骨混凝土组合梁及其施工方法

摘要

A Rhamen bridge having pre-stressed steel reinforced concrete composite and a method of constructing the Rhamen bridge are provided to build longer spans and to obtain sufficient overhead clearance for facilitating passage of vehicles by first producing composite steel girders by pouring and curing concrete on lower flanges of segmented steel girders and then installing tendons on the entire span of the mutually linked segmented composite steel girders to exert tensile force on the structure. A Rhamen bridge having pre-stressed steel reinforced concrete composite includes plural walls(5) constructed on the ground, a support steel girder installed on upper parts of the walls, PSC(Pre-stressed Composite) composite steels installed on an upper part of the support steel girder, floor concrete(4) poured on the PSC composite steel, and wall concrete poured on the extra support steel girders and walls. The PSC composite steels include plural composite steels made by pouring and curing the concrete on lower flanges of steel girders segmented to match the sizes of spans and cambers. The segmented composite steel girders are mutually linked, and tendons are installed to apply pre-stressing on the entire span of lower flange concrete and lower flanges of the steel girders. A method of constructing the Rhamen bridge having pre-stressed steel reinforced concrete composite comprises the steps of: producing segmented steel girders in sizes matching the spans and cambers; producing composite steel girders by pouring and curing the concrete on the lower flanges of each segmented steel girders; linking the composite segmented girders by welding or by using high strength bolts; connecting sheath pipes and grouting the linking grooves between the composite steel girders; inserting tendons on the entire span and pre-stressing the composite steel girders; grouting the sheath pipes; installing support steel girders on the walls constructed on the ground; installing the composite steel girders having tensile force applied on the support steel girders; pouring the floor concrete and residual wall concrete; and constructing fender walls and paving the structures.
机译:提供了一种具有预应力钢筋混凝土复合材料的Rhamen桥和一种Rhamen桥的构造方法,以建造更长的跨度并获得足够的顶部间隙,以通过首先在下部法兰上浇筑和固化混凝土来生产复合钢梁来方便车辆通过分段钢梁,然后在相互链接的分段复合钢梁的整个跨度上安装腱,以在结构上施加拉力。具有预应力钢筋混凝土复合材料的Rhamen桥包括在地面上构造的多个墙(5),在墙上部安装的支撑钢梁,在墙上部安装的PSC(预应力复合材料)复合钢支撑钢梁,浇筑在PSC复合钢上的地面混凝土(4)和浇筑在额外支撑钢梁和墙壁上的墙混凝土。 PSC复合钢包括通过将混凝土浇注和固化在钢梁的下部法兰上而制成的多种复合钢,这些钢梁被分段以匹配跨度和外倾角的大小。分段的复合钢梁相互连接,并安装了预应力筋,以在钢梁的下部翼缘混凝土和下部翼缘的整个跨度上施加预应力。一种用预应力钢筋混凝土复合材料建造Rhamen桥的方法,包括以下步骤:生产尺寸与跨度和拱度匹配的分段钢梁;通过在每个分段钢梁的下部法兰上浇筑并固化混凝土来生产复合钢梁;通过焊接或使用高强度螺栓将复合节段梁连接起来;连接护套管并在复合钢梁之间的连接槽中灌浆;在整个跨度上插入钢筋束,并对复合钢梁进行预应力;对护套管进行灌浆;在地面上的墙壁上安装支撑钢梁;将具有拉力的复合钢梁安装在支撑钢梁上;浇筑地板混凝土和残墙混凝土;建造挡泥板墙并铺砌结构。

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