Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Special-shaped cold-bending steel-reinforced concrete column-opposite-pulling friction type frame
The special-shaped cold-formed steel reinforced concrete column-opposite-pull friction type frame comprises a cold-formed section steel splicing column, a cold-formed section steel splicing beam and a limiting opposite-pull rod, the adjacent cold-formed section steel splicing columns are connected through cold-formed section steel splicing beams; the cold-formed section steel splicing column is filled with solid waste concrete, damping rubber gaskets are arranged on the two sides of the end of a cold-formed cross-shaped steel plate arranged at the upper end of the cold-formed section steel splicing column, and the end of the cold-formed section steel splicing beam is connected to the end of the cold-formed cross-shaped steel plate through a high-strength bolt. C-shaped light steel stiffeners are arranged at the positions, close to the ends of the cold-formed section steel spliced beams, of the cold-formed section steel spliced beams. The first end of the limiting opposite-pull rod is fixedly connected to the cold-formed section steel splicing column, the second end of the limiting opposite-pull rod penetrates through a C-shaped light steel stiffening piece arranged on the cold-formed section steel splicing beam, and a compression spring is arranged between the second end of the limiting opposite-pull rod and the C-shaped light steel stiffening piece. Energy generated by vibration can be absorbed to a large extent, the frame is protected from being damaged by earthquakes, and the anti-seismic performance is improved.
公开了一种异形冷弯型钢骨混凝土柱‑对拉摩擦型框架，其包括冷弯型钢拼合柱、冷弯型钢拼合梁和限位对拉杆；相邻的冷弯型钢拼合柱之间通过冷弯型钢拼合梁相连接；冷弯型钢拼合柱内填充有固废混凝土，冷弯型钢拼合柱的上端设置的冷弯型十字钢板的端部两侧均设置有减震橡胶垫片，冷弯型钢拼合梁的端部通过高强度螺栓连接于冷弯型十字钢板端部；冷弯型钢拼合梁上靠近其端部的位置设置有C型轻钢加劲件；限位对拉杆的对拉杆第一端固连于冷弯型钢拼合柱上，对拉杆第二端穿过冷弯型钢拼合梁上设置的C型轻钢加劲件，且对拉杆第二端与C型轻钢加劲件之间设置压缩弹簧。本发明能够较大程度地吸收震动产生的能量，保护框架不受地震破坏，提高抗震性能。
Special-shaped cold-bending steel-reinforced concrete column-opposite-pulling friction type frame
The special-shaped cold-formed steel reinforced concrete column-opposite-pull friction type frame comprises a cold-formed section steel splicing column, a cold-formed section steel splicing beam and a limiting opposite-pull rod, the adjacent cold-formed section steel splicing columns are connected through cold-formed section steel splicing beams; the cold-formed section steel splicing column is filled with solid waste concrete, damping rubber gaskets are arranged on the two sides of the end of a cold-formed cross-shaped steel plate arranged at the upper end of the cold-formed section steel splicing column, and the end of the cold-formed section steel splicing beam is connected to the end of the cold-formed cross-shaped steel plate through a high-strength bolt. C-shaped light steel stiffeners are arranged at the positions, close to the ends of the cold-formed section steel spliced beams, of the cold-formed section steel spliced beams. The first end of the limiting opposite-pull rod is fixedly connected to the cold-formed section steel splicing column, the second end of the limiting opposite-pull rod penetrates through a C-shaped light steel stiffening piece arranged on the cold-formed section steel splicing beam, and a compression spring is arranged between the second end of the limiting opposite-pull rod and the C-shaped light steel stiffening piece. Energy generated by vibration can be absorbed to a large extent, the frame is protected from being damaged by earthquakes, and the anti-seismic performance is improved.
公开了一种异形冷弯型钢骨混凝土柱‑对拉摩擦型框架，其包括冷弯型钢拼合柱、冷弯型钢拼合梁和限位对拉杆；相邻的冷弯型钢拼合柱之间通过冷弯型钢拼合梁相连接；冷弯型钢拼合柱内填充有固废混凝土，冷弯型钢拼合柱的上端设置的冷弯型十字钢板的端部两侧均设置有减震橡胶垫片，冷弯型钢拼合梁的端部通过高强度螺栓连接于冷弯型十字钢板端部；冷弯型钢拼合梁上靠近其端部的位置设置有C型轻钢加劲件；限位对拉杆的对拉杆第一端固连于冷弯型钢拼合柱上，对拉杆第二端穿过冷弯型钢拼合梁上设置的C型轻钢加劲件，且对拉杆第二端与C型轻钢加劲件之间设置压缩弹簧。本发明能够较大程度地吸收震动产生的能量，保护框架不受地震破坏，提高抗震性能。
Special-shaped cold-bending steel-reinforced concrete column-opposite-pulling friction type frame
一种异形冷弯型钢骨混凝土柱-对拉摩擦型框架
HAN HUICHAO (Autor:in) / QIN JIA (Autor:in) / JIANG LIQIANG (Autor:in) / YE JIHONG (Autor:in) / CHEN WEI (Autor:in) / ZHANG TING (Autor:in) / BAO WEILI (Autor:in) / HU YI (Autor:in)
30.07.2024
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
| Europäisches Patentamt | 2015
| British Library Conference Proceedings | 2013
| Trans Tech Publications | 2013