首页> 外国专利> STEEL-CONCRETE COMPOSITE HYBRID INTEGRATED CONTINUOUS BRIDGE SYSTEM USING CAST STEEL NODE AND PRECAST SLAB, AND CONSTRUCTION METHOD THEREOF

STEEL-CONCRETE COMPOSITE HYBRID INTEGRATED CONTINUOUS BRIDGE SYSTEM USING CAST STEEL NODE AND PRECAST SLAB, AND CONSTRUCTION METHOD THEREOF

机译:铸钢节点和预制板的钢-混凝土混合混合连续桥系统及其施工方法

摘要

The present invention relates to a steel-concrete composite hybrid integrated continuous bridge system using a cast steel node, capable of realizing a load-saving maintenance structure for a bridge, and a precast slab, and a construction method thereof. According to the present invention, a method to construct an integrated continuous bridge comprises: a step of installing an abutment on both sides and installing a plurality of piers between the abutments, wherein a cast steel node structure is installed in each pier; a step of mounting a girder connecting the abutment and the pier on the cast steel node structure, wherein the girder is temporarily fixed in the cast steel node structure by using a buffering member installed in the girder; a step of welding and attaching the temporarily fixed girder to the cast steel node structure; a step of mounting the precast slab on the girder and using a connection member to couple the precast slab to the girder; and a step of depositing concrete between the abutment and the precast slab, and between the pier and the precast slab.;COPYRIGHT KIPO 2018
机译:本发明涉及一种使用铸钢节点的钢-混凝土复合混合连续桥系统,其能够实现桥梁的节省负荷的维护结构,预制板及其施工方法。根据本发明,一种建造整体连续桥的方法包括:在两侧上安装基台并在基台之间安装多个桥墩的步骤,其中在每个桥墩中安装铸钢节点结构。将连接基台和桥墩的大梁安装在铸钢节点结构上的步骤,其中通过使用安装在大梁中的缓冲构件将大梁临时固定在铸钢节点结构中;将临时固定的梁焊接并连接到铸钢节点结构上的步骤;将预制板安装在大梁上并使用连接构件将预制板连接到大梁的步骤;以及在桥台和预制板之间以及桥墩和预制板之间放置混凝土的步骤。; COPYRIGHT KIPO 2018

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