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The invention relates to a connecting joint of an assembled combined steel pipe concrete column and a U-shaped steel-concrete combined beam, and relates to the technical field of constructional engineering. The connecting joint of the fabricated combined steel pipe concrete column and the U-shaped steel-concrete combined beam is composed of the fabricated combined steel pipe concrete column (1), the U-shaped steel-concrete combined beam (2), an annular plate (3) and the like. The concrete filled steel tubular column (1) is formed by assembling and welding four cold-bent L-shaped steel units (4), and each cold-bent L-shaped steel unit (4) is formed by welding L-shaped steel (5) with turned edges at two ends and a steel bar truss (6); the annular plate (3) is welded outside the combined steel pipe column, and meanwhile, circular steel bar holes (7) are formed in the wall of the combined steel pipe column; and concrete is poured into the assembled combined concrete-filled steel tubular column (1) and the U-shaped steel (8) to form the connecting joint of the assembled combined concrete-filled steel tubular column and the U-shaped steel-concrete combined beam. The method has the advantages of being high in machining efficiency, convenient to construct, good in economic benefit and the like.
本发明涉及一种装配化组合钢管混凝土柱与U形钢‑混凝土组合梁连接节点,涉及建筑工程技术领域。本装配化组合钢管混凝土柱与U形钢‑混凝土组合梁连接节点由装配化组合钢管混凝土柱(1)、U形钢‑混凝土组合梁(2)和环板(3)等组成。钢管混凝土柱(1)由4个冷弯L形钢单元(4)组焊而成,冷弯L形钢单元(4)由两端带卷边的L形钢(5)和钢筋桁架(6)焊接而成;环板(3)焊接于组合钢管柱外部,同时在组合钢管柱壁开设圆形钢筋孔(7);在配化组合钢管混凝土柱(1)和U形钢(8)内部浇筑混凝土,形成装配化组合钢管混凝土柱与U形钢‑混凝土组合梁连接节点。本发明具有加工效率高、施工便捷、经济效益好等优点。
The invention relates to a connecting joint of an assembled combined steel pipe concrete column and a U-shaped steel-concrete combined beam, and relates to the technical field of constructional engineering. The connecting joint of the fabricated combined steel pipe concrete column and the U-shaped steel-concrete combined beam is composed of the fabricated combined steel pipe concrete column (1), the U-shaped steel-concrete combined beam (2), an annular plate (3) and the like. The concrete filled steel tubular column (1) is formed by assembling and welding four cold-bent L-shaped steel units (4), and each cold-bent L-shaped steel unit (4) is formed by welding L-shaped steel (5) with turned edges at two ends and a steel bar truss (6); the annular plate (3) is welded outside the combined steel pipe column, and meanwhile, circular steel bar holes (7) are formed in the wall of the combined steel pipe column; and concrete is poured into the assembled combined concrete-filled steel tubular column (1) and the U-shaped steel (8) to form the connecting joint of the assembled combined concrete-filled steel tubular column and the U-shaped steel-concrete combined beam. The method has the advantages of being high in machining efficiency, convenient to construct, good in economic benefit and the like.
本发明涉及一种装配化组合钢管混凝土柱与U形钢‑混凝土组合梁连接节点,涉及建筑工程技术领域。本装配化组合钢管混凝土柱与U形钢‑混凝土组合梁连接节点由装配化组合钢管混凝土柱(1)、U形钢‑混凝土组合梁(2)和环板(3)等组成。钢管混凝土柱(1)由4个冷弯L形钢单元(4)组焊而成,冷弯L形钢单元(4)由两端带卷边的L形钢(5)和钢筋桁架(6)焊接而成;环板(3)焊接于组合钢管柱外部,同时在组合钢管柱壁开设圆形钢筋孔(7);在配化组合钢管混凝土柱(1)和U形钢(8)内部浇筑混凝土,形成装配化组合钢管混凝土柱与U形钢‑混凝土组合梁连接节点。本发明具有加工效率高、施工便捷、经济效益好等优点。
Connecting joint of assembled combined concrete-filled steel tubular column and U-shaped steel-concrete combined beam
一种装配化组合钢管混凝土柱与U形钢-混凝土组合梁连接节点
XU XING (Autor:in)
01.07.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
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GENERAL BUILDING CONSTRUCTIONS
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