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Double-steel-plate combined shear structure for fabricated steel structure building
The invention relates to the field of fabricated buildings, in particular to a double-steel-plate combined shear structure for a fabricated steel structure building. The shear structure is characterized by comprising shear wall peripheral components, outer side double steel plates, diagonal main stiffening plates, cross-shaped stiffening plates, studs and internally-poured concrete; the outer side double steel plates are composed of two thin steel plates connected to the shear wall peripheral components; the diagonal main stiffening plates are composed of inclined stiffening plates which are tightly attached to the two outer side steel plates in the diagonal direction; the cross-shaped stiffening plates are composed of stiffening plates which are tightly attached to the two outer side steel plates in the horizontal direction and the vertical direction; and the studs are arranged on the outer side double steel plates and the diagonal and cross-shaped stiffening plates, and the internally-poured concrete is poured between the outer side double steel plates to play a role in connecting all shear wall components and jointly bearing force. The structure has high in-plane and out-plane rigidity, the mechanical property of materials can be fully exerted, the energy dissipation performance is good, the rigidity and stability requirements in the transportation and hoisting process are met, and the construction efficiency is improved.
本发明涉及装配式建筑领域,具体是一种用于装配式钢结构建筑的双钢板组合剪力结构;其特征是:包括剪力墙周边构件,外侧双钢板和对角主加劲板、十字加劲板、栓钉和内灌混凝土四部分;外侧双钢板由连接在剪力墙周边构件的两块薄钢板组成;对角主加劲板由紧贴在两块外侧钢板上沿对角线方向的斜向加劲板组成;十字加劲板由紧贴在两块外侧钢板上沿对水平和竖直方向的加劲板组成;栓钉设置在外侧双钢板和对角及十字加劲板上,内灌混凝土灌注在外侧双钢板之间,起到连接所有剪力墙构件并共同受力的作用。本结构具有较强的面内外刚度,可以充分发挥材料的力学性能,耗能性能良好,而且满足运输、吊装过程的刚度和稳定性要求,提高施工效率。
Double-steel-plate combined shear structure for fabricated steel structure building
The invention relates to the field of fabricated buildings, in particular to a double-steel-plate combined shear structure for a fabricated steel structure building. The shear structure is characterized by comprising shear wall peripheral components, outer side double steel plates, diagonal main stiffening plates, cross-shaped stiffening plates, studs and internally-poured concrete; the outer side double steel plates are composed of two thin steel plates connected to the shear wall peripheral components; the diagonal main stiffening plates are composed of inclined stiffening plates which are tightly attached to the two outer side steel plates in the diagonal direction; the cross-shaped stiffening plates are composed of stiffening plates which are tightly attached to the two outer side steel plates in the horizontal direction and the vertical direction; and the studs are arranged on the outer side double steel plates and the diagonal and cross-shaped stiffening plates, and the internally-poured concrete is poured between the outer side double steel plates to play a role in connecting all shear wall components and jointly bearing force. The structure has high in-plane and out-plane rigidity, the mechanical property of materials can be fully exerted, the energy dissipation performance is good, the rigidity and stability requirements in the transportation and hoisting process are met, and the construction efficiency is improved.
本发明涉及装配式建筑领域,具体是一种用于装配式钢结构建筑的双钢板组合剪力结构;其特征是:包括剪力墙周边构件,外侧双钢板和对角主加劲板、十字加劲板、栓钉和内灌混凝土四部分;外侧双钢板由连接在剪力墙周边构件的两块薄钢板组成;对角主加劲板由紧贴在两块外侧钢板上沿对角线方向的斜向加劲板组成;十字加劲板由紧贴在两块外侧钢板上沿对水平和竖直方向的加劲板组成;栓钉设置在外侧双钢板和对角及十字加劲板上,内灌混凝土灌注在外侧双钢板之间,起到连接所有剪力墙构件并共同受力的作用。本结构具有较强的面内外刚度,可以充分发挥材料的力学性能,耗能性能良好,而且满足运输、吊装过程的刚度和稳定性要求,提高施工效率。
Double-steel-plate combined shear structure for fabricated steel structure building
用于装配式钢结构建筑的双钢板组合剪力结构
SUI BINGQIANG (Autor:in) / LUO XINGLONG (Autor:in) / PAN SIYONG (Autor:in) / QIU YU (Autor:in)
01.06.2021
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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