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Joining structure and method of reinforced concrete beam and steel pipe column

机译:钢筋混凝土梁与钢管柱的连接结构及方法

摘要

PROBLEM TO BE SOLVED: To suppress the cost of steel-pipe columns and ensure flexural property of reinforced-concrete beams when the reinforced-concrete beams and the steel-pipe columns are joined.SOLUTION: A structure for joining a reinforced concrete beam 10 and a steel-pipe column 20 includes: a pair of upper and lower through-diaphragms 22 which are arranged in the steel-pipe column 20 and to which main beam reinforcements 12 in the reinforced concrete beam 10 are fixed; a pair of upper and lower inner diaphragms 24 arranged in the steel-pipe column 20 to vertically interpose the pair of upper and lower through-diaphragms 22; and reinforcement ribs 40, 42 arranged between the through-diaphragms 22 and the inner diaphragms 24, and fixed to inner wall surfaces of the steel-pipe column 20 and to either the through-diaphragms 22 or the inner diaphragms 24.SELECTED DRAWING: Figure 2
机译:解决的问题:当结合钢筋混凝土梁和钢管柱时,为抑制钢管柱的成本并确保钢筋混凝土梁的挠曲性。解决方案:一种用于连接钢筋混凝土梁10和10的结构。钢管柱20包括:在钢管柱20上配置有上下一对的横隔板22,在其上固定有钢筋混凝土梁10的主梁加强件12。在钢管柱20上配置有上下上下一对的内隔板24,上下上下成对地配置有一对隔板22。加强肋40、42布置在隔板22和内隔板24之间,并固定在钢管柱20的内壁表面上以及隔板22或隔板24上。 2

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