Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Novel viscoelastic connection steel frame-shear wall structure
The invention provides a novel viscoelastic connection steel frame-shear wall structure, comprising: a steel frame comprising a plurality of steel columns arranged perpendicular to the ground, a plurality of floors arranged perpendicular to the steel columns and provided with ports, and steel beams arranged below the floors; the shear wall is vertically arranged in the through opening; the viscoelastic connecting nodes are arranged between the shear wall and the steel beam and used for connecting the shear wall and the steel beam, and each viscoelastic connecting node comprises an embedded plate anchored in the shear wall, an overhanging plate connected with the embedded plate, a beam end force transmission plate connected with the steel beam and a viscoelastic damping interlayer connected with the beam end force transmission plate and the overhanging plate at the same time.
本发明提供了一种新型黏弹性连接钢框架‑剪力墙结构，包括：钢框架，包括多根垂直于地面设置的钢柱、与钢柱垂直设置的设有通口的多个楼板以及设置在楼板下方的钢梁；剪力墙，竖直设置在通口内；多个黏弹性连接节点，设置在剪力墙与钢梁之间，用于连接剪力墙与钢梁，均包括锚固于剪力墙内的预埋板、与预埋板连接的外伸板、与钢梁连接的梁端传力板以及同时与梁端传力板和外伸板连接的黏弹性阻尼夹层。
Novel viscoelastic connection steel frame-shear wall structure
The invention provides a novel viscoelastic connection steel frame-shear wall structure, comprising: a steel frame comprising a plurality of steel columns arranged perpendicular to the ground, a plurality of floors arranged perpendicular to the steel columns and provided with ports, and steel beams arranged below the floors; the shear wall is vertically arranged in the through opening; the viscoelastic connecting nodes are arranged between the shear wall and the steel beam and used for connecting the shear wall and the steel beam, and each viscoelastic connecting node comprises an embedded plate anchored in the shear wall, an overhanging plate connected with the embedded plate, a beam end force transmission plate connected with the steel beam and a viscoelastic damping interlayer connected with the beam end force transmission plate and the overhanging plate at the same time.
本发明提供了一种新型黏弹性连接钢框架‑剪力墙结构，包括：钢框架，包括多根垂直于地面设置的钢柱、与钢柱垂直设置的设有通口的多个楼板以及设置在楼板下方的钢梁；剪力墙，竖直设置在通口内；多个黏弹性连接节点，设置在剪力墙与钢梁之间，用于连接剪力墙与钢梁，均包括锚固于剪力墙内的预埋板、与预埋板连接的外伸板、与钢梁连接的梁端传力板以及同时与梁端传力板和外伸板连接的黏弹性阻尼夹层。
Novel viscoelastic connection steel frame-shear wall structure
一种新型黏弹性连接钢框架-剪力墙结构
XIANG YANG (Autor:in) / LIAO LISHA (Autor:in) / YANG XILING (Autor:in) / ZHONG YUNLONG (Autor:in) / LI GUOQIANG (Autor:in)
02.05.2023
Patent
Elektronische Ressource
Chinesisch
Assembled steel frame-steel plate shear wall structure
| Europäisches Patentamt | 2020