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Stud shear-resistant connection assembly type beam-slab combination system based on orthogonal corrugated steel plate bending-resistant tie composite floor slab
The invention discloses a stud shear-resistant connection assembly type beam-slab combination 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 is composed of an orthogonal corrugated steel plate bending-resistant tie composite steel floor slab, a steel beam with a high-strength bolt hole and a high-strength bolt. Orthogonal corrugated steel plates which are arranged in a staggered mode effectively guarantee the in-plane rigidity of the steel floor slab while limiting buckling of the outer side steel plates, the overall bearing capacity of the composite floor slab is effectively improved through interaction of the orthogonal corrugated steel plates, the outer side steel plates and the filled concrete, the combined steel floor slab formed by bending and tying the orthogonal corrugated steel plates is effectively connected with the steel beams through the high-strength bolts and the nuts, 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栓钉抗剪连接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抗弯拉结的组合钢楼板、带有高强螺栓孔的钢梁及高强螺栓组成。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。正交波纹钢板抗弯拉结的组合钢楼板通过高强螺栓和螺母与钢梁有效连接在一起,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。
Stud shear-resistant connection assembly type beam-slab combination system based on orthogonal corrugated steel plate bending-resistant tie composite floor slab
The invention discloses a stud shear-resistant connection assembly type beam-slab combination 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 is composed of an orthogonal corrugated steel plate bending-resistant tie composite steel floor slab, a steel beam with a high-strength bolt hole and a high-strength bolt. Orthogonal corrugated steel plates which are arranged in a staggered mode effectively guarantee the in-plane rigidity of the steel floor slab while limiting buckling of the outer side steel plates, the overall bearing capacity of the composite floor slab is effectively improved through interaction of the orthogonal corrugated steel plates, the outer side steel plates and the filled concrete, the combined steel floor slab formed by bending and tying the orthogonal corrugated steel plates is effectively connected with the steel beams through the high-strength bolts and the nuts, 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栓钉抗剪连接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抗弯拉结的组合钢楼板、带有高强螺栓孔的钢梁及高强螺栓组成。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。正交波纹钢板抗弯拉结的组合钢楼板通过高强螺栓和螺母与钢梁有效连接在一起,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。
Stud shear-resistant connection assembly type 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栓钉抗剪连接装配式梁板组合体系
JIANG ZIQIN (Autor:in) / HUA XINGSHANG (Autor:in) / LI XIANGYUAN (Autor:in) / CAI CHAO (Autor:in) / ZHANG XUEFENG (Autor:in)
17.12.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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