Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Open cold-bending thin-walled steel frame-double sheet-steel shear wall system
The invention discloses an open cold-bending thin-walled steel frame-double sheet-steel shear wall system. The open cold-bending thin-walled steel frame-double sheet-steel shear wall system comprisestwo cold-bending thin-walled steel columns, two thin-walled steel beams and two sheet steel. One side faces of the cold-bending thin-walled steel columns are broken to form fractures, and two ends ofthe fractures are respectively provided with extension parts perpendicular to the corresponding side faces; the two cold-bending thin-walled steel columns are arranged at intervals; each thin-walled steel beam comprises U-shaped steel and a steel cover plate, and each U-shaped steel comprises a web plate and two flanges; the two thin-walled steel beams are arranged at intervals; the two thin-walled steel beams are respectively located at the upper and lower ends of the two cold-bending thin-walled steel columns to define a steel frame; the flanges on the thin-walled steel beams are connected with the extension parts of the cold-bending thin-walled steel columns through connecting plates; and the two sheet steel is respectively connected to two sides of the steel frame. A double sheet-steelshear wall of the open cold-bending thin-walled steel frame-double sheet-steel shear wall system provides higher resistant-lateral rigidity for a structure, consumes more seismic energy and ensures the safety of the structure.
本发明公开了一种开口冷弯薄壁型钢框架‑双层薄钢板剪力墙体系，包括两根冷弯薄壁型钢柱、两根薄壁型钢梁和两块薄钢板；冷弯薄壁型钢柱的一侧面断开形成断口，断口的两端分别形成有与该侧面垂直的延伸部；两根冷弯薄壁型钢柱间隔布置；薄壁型钢梁包括U型钢和钢盖板；U型钢包括腹板和两个翼缘；两根薄壁型钢梁间隔布置；两根薄壁型钢梁分别位于两根冷弯薄壁型钢柱的上下端，围成一个钢框架；薄壁型钢梁上的翼缘通过连接板与冷弯薄壁型钢柱的延伸部连接；两块薄钢板分别连接在钢框架的两侧；本发明的双层钢板剪力墙为结构提供更高的抗侧刚度，同时消耗更多的地震能量，保障结构的安全。
Open cold-bending thin-walled steel frame-double sheet-steel shear wall system
The invention discloses an open cold-bending thin-walled steel frame-double sheet-steel shear wall system. The open cold-bending thin-walled steel frame-double sheet-steel shear wall system comprisestwo cold-bending thin-walled steel columns, two thin-walled steel beams and two sheet steel. One side faces of the cold-bending thin-walled steel columns are broken to form fractures, and two ends ofthe fractures are respectively provided with extension parts perpendicular to the corresponding side faces; the two cold-bending thin-walled steel columns are arranged at intervals; each thin-walled steel beam comprises U-shaped steel and a steel cover plate, and each U-shaped steel comprises a web plate and two flanges; the two thin-walled steel beams are arranged at intervals; the two thin-walled steel beams are respectively located at the upper and lower ends of the two cold-bending thin-walled steel columns to define a steel frame; the flanges on the thin-walled steel beams are connected with the extension parts of the cold-bending thin-walled steel columns through connecting plates; and the two sheet steel is respectively connected to two sides of the steel frame. A double sheet-steelshear wall of the open cold-bending thin-walled steel frame-double sheet-steel shear wall system provides higher resistant-lateral rigidity for a structure, consumes more seismic energy and ensures the safety of the structure.
本发明公开了一种开口冷弯薄壁型钢框架‑双层薄钢板剪力墙体系，包括两根冷弯薄壁型钢柱、两根薄壁型钢梁和两块薄钢板；冷弯薄壁型钢柱的一侧面断开形成断口，断口的两端分别形成有与该侧面垂直的延伸部；两根冷弯薄壁型钢柱间隔布置；薄壁型钢梁包括U型钢和钢盖板；U型钢包括腹板和两个翼缘；两根薄壁型钢梁间隔布置；两根薄壁型钢梁分别位于两根冷弯薄壁型钢柱的上下端，围成一个钢框架；薄壁型钢梁上的翼缘通过连接板与冷弯薄壁型钢柱的延伸部连接；两块薄钢板分别连接在钢框架的两侧；本发明的双层钢板剪力墙为结构提供更高的抗侧刚度，同时消耗更多的地震能量，保障结构的安全。
Open cold-bending thin-walled steel frame-double sheet-steel shear wall system
一种开口冷弯薄壁型钢框架-双层薄钢板剪力墙体系
ZHOU XUHONG (Autor:in) / XU LEI (Autor:in) / SHI YU (Autor:in) / WANG WEIYONG (Autor:in) / WANG YUHANG (Autor:in)
25.08.2020
Patent
Elektronische Ressource
Chinesisch
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