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Combined shear-resistant assembled beam-slab combination system based on orthogonal corrugated steel plate bending-resistant tie composite floor slab
The invention discloses a combined shear-resistant assembled beam-slab combined system based on an orthogonal corrugated steel plate bending-resistant tie composite floor slab, and belongs to the technical field of structural engineering. The combination system consists of a steel floor slab tied by orthogonal corrugated steel plates, a steel beam with a shear-resistant connecting piece and filled concrete. The orthogonal corrugated steel plates which are arranged in a staggered mode effectively guarantee the in-plane rigidity of the steel floor while limiting buckling of the outer side steel plates, and the overall bearing capacity of the composite floor is effectively improved through interaction of the orthogonal corrugated steel plates, the outer side steel plates and the filled concrete. The steel floor tied by the orthogonal corrugated steel plates is effectively connected with the steel beam with the stud connecting piece through cast-in-place concrete, so that the structural integrity is improved, and meanwhile, the construction period can be effectively shortened through simultaneous operation of multiple layers.
本发明公开了一种基于正交波纹钢板抗弯拉结组合楼板的联合抗剪装配式梁板组合体系，属于结构工程技术领域，该组合体系由正交波纹钢板拉结的钢楼板、带有抗剪连接件的钢梁及内填混凝土组成。交错布置的正交波纹钢板在限制外侧钢板屈曲的同时，有效保证了钢楼板的平面内刚度，并通过与外侧钢板及内填混凝土的相互作用，有效提升了组合楼板的整体承载能力。正交波纹钢板拉结的钢楼板与带有栓钉连接件的钢梁通过现浇混凝土有效连接，在提升结构整体性的同时，可以通过多层同时操作有效缩短施工工期。
Combined shear-resistant assembled beam-slab combination system based on orthogonal corrugated steel plate bending-resistant tie composite floor slab
The invention discloses a combined shear-resistant assembled beam-slab combined system based on an orthogonal corrugated steel plate bending-resistant tie composite floor slab, and belongs to the technical field of structural engineering. The combination system consists of a steel floor slab tied by orthogonal corrugated steel plates, a steel beam with a shear-resistant connecting piece and filled concrete. The orthogonal corrugated steel plates which are arranged in a staggered mode effectively guarantee the in-plane rigidity of the steel floor while limiting buckling of the outer side steel plates, and the overall bearing capacity of the composite floor is effectively improved through interaction of the orthogonal corrugated steel plates, the outer side steel plates and the filled concrete. The steel floor tied by the orthogonal corrugated steel plates is effectively connected with the steel beam with the stud connecting piece through cast-in-place concrete, so that the structural integrity is improved, and meanwhile, the construction period can be effectively shortened through simultaneous operation of multiple layers.
本发明公开了一种基于正交波纹钢板抗弯拉结组合楼板的联合抗剪装配式梁板组合体系，属于结构工程技术领域，该组合体系由正交波纹钢板拉结的钢楼板、带有抗剪连接件的钢梁及内填混凝土组成。交错布置的正交波纹钢板在限制外侧钢板屈曲的同时，有效保证了钢楼板的平面内刚度，并通过与外侧钢板及内填混凝土的相互作用，有效提升了组合楼板的整体承载能力。正交波纹钢板拉结的钢楼板与带有栓钉连接件的钢梁通过现浇混凝土有效连接，在提升结构整体性的同时，可以通过多层同时操作有效缩短施工工期。
Combined shear-resistant assembled beam-slab combination system based on orthogonal corrugated steel plate bending-resistant tie composite floor slab
一种基于正交波纹钢板抗弯拉结组合楼板的联合抗剪装配式梁板组合体系
JIANG ZIQIN (author) / HUA XINGSHANG (author) / LI XIANGYUAN (author) / LI YING (author) / LIU JIE (author)
2021-12-17
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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