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Method of constructing beam-column joint-column joint structure, ramen viaduct and beam-column joint-column joint structure

机译:梁柱联合柱联合结构的施工方法,拉面高架桥和梁柱联合柱联合结构

摘要

PROBLEM TO BE SOLVED: To prevent an adverse effect on a plastic hinge between a column and a beam, even when a junction structure between a column-beam joint part and the column is constructed by a precast construction method.SOLUTION: A junction structure between a column-beam joint part and a column includes: a PC joint part constituent member 60 having concrete 66 forming a column-beam joint part 61 and a column part 63, and a sheath pipe 67 embedded in concrete 66 at a portion between a top end of the column-beam joint part 61 and a bottom end of the column part 63; a PC column member 30 having second concrete 32 below the column part 63, a main reinforcement 31 extending in a vertical direction inside the second concrete 32, and a tubular sleeve joint material 33 provided at a top end of the main reinforcement 31; a vertical reinforcement 81 inserted into the sheath pipe 67 and protruding from a bottom end of the sheath pipe 67 and inserted into the sleeve joint material 33; a filler material 83 filled in the sleeve joint material 33; a filler material 82 filled in the sheath pipe 67; and a joint material 84 provided between the PC column member 30 and the column part 63.SELECTED DRAWING: Figure 3
机译:要解决的问题:即使通过预制构造方法构造了柱梁连接部件与柱之间的连接结构,也要防止对柱与梁之间的塑料铰链产生不利影响。柱-梁结合部和柱包括:PC结合部构成部件60,其具有形成柱-梁结合部61和柱部63的混凝土66,以及在顶部66之间埋入混凝土66的护套管67。柱梁结合部61的端部和柱部63的底端。 PC柱构件30,其在柱部63的下方具有第二混凝土32,在第二混凝土32的内部沿铅垂方向延伸的主加强件31,和设置在该主加强件31的顶端的管状套筒接头材料33。垂直加强件81插入到套管67中,并从套管67的底端突出并插入套管接头材料33中。在套筒接头材料33中填充有填充材料83。填充材料82填充在鞘管67中;在PC立柱部件30和立柱部件63之间设置有连接材料84。图3

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