首页> 外国专利> THROUGH BRIDGE CONSTRUCTION METHOD BY SIDE BEAM AND SLAB BY BOX STRUCTURE WITHOUT LATERAL PRESTRESSING

THROUGH BRIDGE CONSTRUCTION METHOD BY SIDE BEAM AND SLAB BY BOX STRUCTURE WITHOUT LATERAL PRESTRESSING

机译:无侧向预应力的箱梁侧梁和平板箱形贯穿桥施工方法

摘要

PURPOSE: A construction method of a through bridge formed by integrating a side beam and a slab without horizontal strain is provided to reduce construction time by integrating side a slab with side beams through filling concrete. CONSTITUTION: A construction method of a through bridge formed by integrating a side beam and a slab without horizontal strain is as follows. Bridge lower structures(200) having abutments and piers(210) are installed in a longitudinal direction. Beams are connected between the top surfaces of the bridge lower structures using a lifting device. Each beam comprises a hollow box-shaped body(111) and a lower support(112). Side beams(110) are installed in both sides of the top surface of the bridge lower structures. Slabs(120) are formed between the top surface of the bridge lower structures and are integrated with the side beams.
机译:目的:提供一种通过将侧梁和平板结合而没有水平应变而形成的直通桥的施工方法,以通过将侧板和侧梁通过填充混凝土整合而减少施工时间。构成:将侧梁与平板结合而无水平应变的贯通桥的施工方法如下。具有桥基和桥墩(210)的桥下部结构(200)沿纵向方向安装。梁通过提升装置连接在桥下部结构的顶面之间。每个梁包括中空的箱形主体(111)和下部支撑件(112)。侧梁(110)安装在桥下部结构的顶表面的两侧。板(120)形成在桥下部结构的顶表面之间并且与侧梁成一体。

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