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A platform for research: civil engineering, architecture and urbanism
Steel beam and steel plate concrete combination shear wall connecting joint and construction method thereof
The invention discloses a steel beam and steel plate concrete combination shear wall connecting joint and a construction method thereof. The connecting joint comprises a horizontal steel beam, a steelplate concrete combination shear wall, subdivision profile steel connecting parts and a shear plate, the horizontal steel beam is I steel, the subdivision profile steel connecting parts are groove-shaped connecting parts formed through re-combining of T-shaped intersection sections subdivided from the profile steel and side flitch, one ends of the subdivision profile steel connecting parts are coated at the end of the shear wall, the other ends of the subdivision profile steel connecting parts are connected with a flange of the horizontal steel beam, the shear plate is mounted between the twosubdivision profile steel connecting parts, the inner end is connected with the shear wall, and the side face is connected with a web plate of the horizontal steel beam. The roots of the subdivisionprofile steel connecting parts are structural steel web plate and flange intersection positions and are rolled arc smooth transition, stress concentration during wall beam connection force transmission can be effectively reduced, meanwhile, the subdivision profile steel connecting parts have the large out-of-plane rigidity, out-of-plane deforming of a shear wall end plate can be effectively reduced, the joint is reasonable in stress, the structure is concise, and manufacturing and machining are convenient.
本发明公开了一种钢梁与钢板混凝土组合剪力墙连接节点及其施工方法，连接节点包括水平钢梁、钢板混凝土组合剪力墙、剖分型钢连接件和剪切板；水平钢梁为工字钢；剖分型钢连接件是将型钢剖分出的T形交汇段及侧贴板重新组合而成的槽型连接件，剖分型钢连接件一端包覆于剪力墙端部、另一端与水平钢梁的翼缘相连；剪切板布置于两剖分型钢连接件之间，内端与剪力墙相连，侧面与水平钢梁的腹板相连。本发明中剖分型钢连接件根部为型钢腹板与翼缘交汇处，为轧制成型的圆弧型平缓过渡，可有效缓解墙梁连接传力时应力集中现象，同时该剖分型钢连接件具有较大面外刚度，可有效减小剪力墙端板的面外变形；该节点受力合理，构造简洁，制造加工方便。
Steel beam and steel plate concrete combination shear wall connecting joint and construction method thereof
The invention discloses a steel beam and steel plate concrete combination shear wall connecting joint and a construction method thereof. The connecting joint comprises a horizontal steel beam, a steelplate concrete combination shear wall, subdivision profile steel connecting parts and a shear plate, the horizontal steel beam is I steel, the subdivision profile steel connecting parts are groove-shaped connecting parts formed through re-combining of T-shaped intersection sections subdivided from the profile steel and side flitch, one ends of the subdivision profile steel connecting parts are coated at the end of the shear wall, the other ends of the subdivision profile steel connecting parts are connected with a flange of the horizontal steel beam, the shear plate is mounted between the twosubdivision profile steel connecting parts, the inner end is connected with the shear wall, and the side face is connected with a web plate of the horizontal steel beam. The roots of the subdivisionprofile steel connecting parts are structural steel web plate and flange intersection positions and are rolled arc smooth transition, stress concentration during wall beam connection force transmission can be effectively reduced, meanwhile, the subdivision profile steel connecting parts have the large out-of-plane rigidity, out-of-plane deforming of a shear wall end plate can be effectively reduced, the joint is reasonable in stress, the structure is concise, and manufacturing and machining are convenient.
本发明公开了一种钢梁与钢板混凝土组合剪力墙连接节点及其施工方法，连接节点包括水平钢梁、钢板混凝土组合剪力墙、剖分型钢连接件和剪切板；水平钢梁为工字钢；剖分型钢连接件是将型钢剖分出的T形交汇段及侧贴板重新组合而成的槽型连接件，剖分型钢连接件一端包覆于剪力墙端部、另一端与水平钢梁的翼缘相连；剪切板布置于两剖分型钢连接件之间，内端与剪力墙相连，侧面与水平钢梁的腹板相连。本发明中剖分型钢连接件根部为型钢腹板与翼缘交汇处，为轧制成型的圆弧型平缓过渡，可有效缓解墙梁连接传力时应力集中现象，同时该剖分型钢连接件具有较大面外刚度，可有效减小剪力墙端板的面外变形；该节点受力合理，构造简洁，制造加工方便。
Steel beam and steel plate concrete combination shear wall connecting joint and construction method thereof
钢梁与钢板混凝土组合剪力墙连接节点及其施工方法
YU YUJIE (author) / LIN SIWEN (author) / MAN MENGKE (author) / ZHAO FENGTAO (author)
2020-07-24
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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