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CLT-double L-shaped steel plate composite shear wall structure
The invention discloses a CLT-double-L-shaped steel plate combined shear wall structure which comprises cross-laminated wood, a butt-joint type steel sleeve structure is arranged outside the cross-laminated wood, a multi-stage connecting structure for fixing the steel sleeve structure and the cross-laminated wood is arranged between the steel sleeve structure and the cross-laminated wood, auxiliary connecting pieces are arranged at the upper end and the lower end of the steel sleeve structure, and the cross-laminated wood is arranged between the steel sleeve structure and the cross-laminated wood. The steel jacket structure is connected with the steel beam through the auxiliary connecting piece, the steel jacket structure comprises two L-shaped steel plates, the two L-shaped steel plates are spliced to form a rectangular cavity, and the rectangular cavity contains the cross-laminated wood. According to the invention, the premature reduction of the bearing capacity of the steel plate shear wall caused by external buckling of the steel plate under the action of a horizontal load can be effectively inhibited, meanwhile, the tedious formwork and cast-in-place processes of concrete are avoided, and industrial production can be realized; the fabricated CLT-double-L-shaped steel plate composite shear wall structure has the advantages of being light in self weight, good in thermal efficiency, green, capable of being recycled and the like.
本发明公开了一种CLT‑双L形钢板组合剪力墙结构,包括正交胶合木,所述正交胶合木外设置有对拼式的钢套结构,所述钢套结构、正交胶合木之间设置有对二者进行固定的多级连接结构,所述钢套结构上下两端设置有辅助连接件,所述辅助连接件将钢套结构与钢梁相连,所述钢套结构包括两块L形钢板,两块L形钢板对拼形成矩形腔,所述矩形腔容纳正交胶合木。本发明提供一种既能有效抑制钢板在水平荷载作用下面外屈曲而导致钢板剪力墙承载力过早降低,同时避免混凝土繁琐的支模和现浇过程,又可实现工业化生产,具有自重轻、热工效率好、绿色可循环使用等优点的装配式CLT‑双L形钢板组合剪力墙结构。
CLT-double L-shaped steel plate composite shear wall structure
The invention discloses a CLT-double-L-shaped steel plate combined shear wall structure which comprises cross-laminated wood, a butt-joint type steel sleeve structure is arranged outside the cross-laminated wood, a multi-stage connecting structure for fixing the steel sleeve structure and the cross-laminated wood is arranged between the steel sleeve structure and the cross-laminated wood, auxiliary connecting pieces are arranged at the upper end and the lower end of the steel sleeve structure, and the cross-laminated wood is arranged between the steel sleeve structure and the cross-laminated wood. The steel jacket structure is connected with the steel beam through the auxiliary connecting piece, the steel jacket structure comprises two L-shaped steel plates, the two L-shaped steel plates are spliced to form a rectangular cavity, and the rectangular cavity contains the cross-laminated wood. According to the invention, the premature reduction of the bearing capacity of the steel plate shear wall caused by external buckling of the steel plate under the action of a horizontal load can be effectively inhibited, meanwhile, the tedious formwork and cast-in-place processes of concrete are avoided, and industrial production can be realized; the fabricated CLT-double-L-shaped steel plate composite shear wall structure has the advantages of being light in self weight, good in thermal efficiency, green, capable of being recycled and the like.
本发明公开了一种CLT‑双L形钢板组合剪力墙结构,包括正交胶合木,所述正交胶合木外设置有对拼式的钢套结构,所述钢套结构、正交胶合木之间设置有对二者进行固定的多级连接结构,所述钢套结构上下两端设置有辅助连接件,所述辅助连接件将钢套结构与钢梁相连,所述钢套结构包括两块L形钢板,两块L形钢板对拼形成矩形腔,所述矩形腔容纳正交胶合木。本发明提供一种既能有效抑制钢板在水平荷载作用下面外屈曲而导致钢板剪力墙承载力过早降低,同时避免混凝土繁琐的支模和现浇过程,又可实现工业化生产,具有自重轻、热工效率好、绿色可循环使用等优点的装配式CLT‑双L形钢板组合剪力墙结构。
CLT-double L-shaped steel plate composite shear wall structure
一种CLT-双L形钢板组合剪力墙结构
WENG WEISU (Autor:in) / PAN BENQING (Autor:in) / PEI FEI (Autor:in) / ZHAO MINGKUN (Autor:in) / SHAO ZHIXIN (Autor:in) / ZHEN MINGCAN (Autor:in) / WANG KAI (Autor:in) / LIU XIAODONG (Autor:in) / DU JIANTING (Autor:in) / GUO LONGQIAN (Autor:in)
11.03.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
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GENERAL BUILDING CONSTRUCTIONS
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