Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Connecting joint of steel beam and prefabricated floor slab
The invention relates to a steel beam and prefabricated floor slab connecting node which comprises a prefabricated floor slab and a steel beam, web plates of the steel beam comprise a left web plate and a right web plate, the left web plate and the right web plate are corrugated steel web plates, the prefabricated floor slab comprises a left prefabricated floor slab, an end face groove is formed in the right end of the left prefabricated floor slab, and floor slab reinforcing bars are fixed to the left prefabricated floor slab. Steel beam joint bars are fixed to the steel beams, the steel beam joint bars and the floor reinforcing bars are arranged in a crossed mode, the steel beam joint bars and the floor reinforcing bars are bound and fixed, and left-side post-pouring concrete bodies are poured between the end face grooves and the corrugated grooves and between the right end face of the left-side prefabricated floor and the corrugated protrusions. The connection problem of the steel beam and the prefabricated floor slab is solved while the strength and the stable bearing capacity of the steel beam are improved.
本发明涉及一种钢梁、预制楼板连接节点，包括预制楼板和钢梁，钢梁的腹板包括左侧腹板和右侧腹板，左侧腹板、右侧腹板均为波纹钢腹板，预制楼板包括左侧预制楼板，左侧预制楼板的右端设置有端面凹槽，左侧预制楼板上固定有楼板配筋，钢梁上固定有钢梁插筋，钢梁插筋与楼板配筋交叉设置，钢梁插筋与楼板配筋绑扎固定，端面凹槽与波纹凹槽之间及左侧预制楼板的右端面与波纹凸起之间浇筑有左侧后浇混凝土体。本发明在提高钢梁强度和稳定承载能力的同时，解决了钢梁与预制楼板连接问题。
Connecting joint of steel beam and prefabricated floor slab
The invention relates to a steel beam and prefabricated floor slab connecting node which comprises a prefabricated floor slab and a steel beam, web plates of the steel beam comprise a left web plate and a right web plate, the left web plate and the right web plate are corrugated steel web plates, the prefabricated floor slab comprises a left prefabricated floor slab, an end face groove is formed in the right end of the left prefabricated floor slab, and floor slab reinforcing bars are fixed to the left prefabricated floor slab. Steel beam joint bars are fixed to the steel beams, the steel beam joint bars and the floor reinforcing bars are arranged in a crossed mode, the steel beam joint bars and the floor reinforcing bars are bound and fixed, and left-side post-pouring concrete bodies are poured between the end face grooves and the corrugated grooves and between the right end face of the left-side prefabricated floor and the corrugated protrusions. The connection problem of the steel beam and the prefabricated floor slab is solved while the strength and the stable bearing capacity of the steel beam are improved.
本发明涉及一种钢梁、预制楼板连接节点，包括预制楼板和钢梁，钢梁的腹板包括左侧腹板和右侧腹板，左侧腹板、右侧腹板均为波纹钢腹板，预制楼板包括左侧预制楼板，左侧预制楼板的右端设置有端面凹槽，左侧预制楼板上固定有楼板配筋，钢梁上固定有钢梁插筋，钢梁插筋与楼板配筋交叉设置，钢梁插筋与楼板配筋绑扎固定，端面凹槽与波纹凹槽之间及左侧预制楼板的右端面与波纹凸起之间浇筑有左侧后浇混凝土体。本发明在提高钢梁强度和稳定承载能力的同时，解决了钢梁与预制楼板连接问题。
Connecting joint of steel beam and prefabricated floor slab
一种钢梁、预制楼板连接节点
PANG RUI (Autor:in) / ZHANG LANBO (Autor:in) / YUAN RUIRUI (Autor:in) / SUN YUANYUAN (Autor:in) / GAO CHAOFAN (Autor:in) / LIU FANGFANG (Autor:in)
30.12.2022
Patent
Elektronische Ressource
Chinesisch
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