Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Masonry reinforcing structure
The masonry reinforcing structure comprises a plurality of mild steel dampers, a wall body is provided with a plurality of mounting holes used for containing the mild steel dampers, and each mild steel damper comprises two fixing plates and an energy dissipation assembly; the two fixing plates are oppositely arranged, the energy consumption assembly is arranged between the two fixing plates, and the energy consumption assembly is fixedly connected with the fixing plates; the energy consumption assembly comprises two linear parts and an arc-shaped part, the linear parts are arranged on the two sides of the arc-shaped part, and the linear parts and the arc-shaped part are integrally formed. The length direction of the linear part is consistent with the length direction of the wall body, and the opening direction of the arc-shaped part faces the linear part. In the invention, when the wall body deforms under the action of an earthquake, the masonry body drives the fixing plates on the upper side and the lower side of the energy consumption assembly to move relatively; the arc-shaped parts of the energy dissipation assemblies are connected, bent and rotated, so that the mild steel dampers can consume part of earthquake energy, earthquake damage to the wall body is reduced, and the overall anti-seismic performance of the wall body is improved.
本申请涉及一种砌体加固结构，包括若干软钢阻尼器，墙体本体开设有若干用于容纳软钢阻尼器的安装孔洞，软钢阻尼器包括两块固定板和耗能组件；两块固定板相对设置，耗能组件设置于两块固定板之间，且耗能组件与固定板固定连接；耗能组件包括两个直线部和一个弧形部，直线部设置于弧形部两侧，直线部与弧形部一体成型；直线部的长度方向与墙体本体长度方向相一致，弧形部的开口方向朝向直线部设置。在本申请中，当墙体本体受到地震作用而发生变形时，砌体本体带动耗能组件上下两侧的固定板发生相对移动；耗能组件的弧形部发生连接弯曲转动，使得软钢阻尼器能消耗部分地震能量，从而减少墙体本体的地震损伤，提高墙体本体的整体抗震性能。
Masonry reinforcing structure
The masonry reinforcing structure comprises a plurality of mild steel dampers, a wall body is provided with a plurality of mounting holes used for containing the mild steel dampers, and each mild steel damper comprises two fixing plates and an energy dissipation assembly; the two fixing plates are oppositely arranged, the energy consumption assembly is arranged between the two fixing plates, and the energy consumption assembly is fixedly connected with the fixing plates; the energy consumption assembly comprises two linear parts and an arc-shaped part, the linear parts are arranged on the two sides of the arc-shaped part, and the linear parts and the arc-shaped part are integrally formed. The length direction of the linear part is consistent with the length direction of the wall body, and the opening direction of the arc-shaped part faces the linear part. In the invention, when the wall body deforms under the action of an earthquake, the masonry body drives the fixing plates on the upper side and the lower side of the energy consumption assembly to move relatively; the arc-shaped parts of the energy dissipation assemblies are connected, bent and rotated, so that the mild steel dampers can consume part of earthquake energy, earthquake damage to the wall body is reduced, and the overall anti-seismic performance of the wall body is improved.
本申请涉及一种砌体加固结构，包括若干软钢阻尼器，墙体本体开设有若干用于容纳软钢阻尼器的安装孔洞，软钢阻尼器包括两块固定板和耗能组件；两块固定板相对设置，耗能组件设置于两块固定板之间，且耗能组件与固定板固定连接；耗能组件包括两个直线部和一个弧形部，直线部设置于弧形部两侧，直线部与弧形部一体成型；直线部的长度方向与墙体本体长度方向相一致，弧形部的开口方向朝向直线部设置。在本申请中，当墙体本体受到地震作用而发生变形时，砌体本体带动耗能组件上下两侧的固定板发生相对移动；耗能组件的弧形部发生连接弯曲转动，使得软钢阻尼器能消耗部分地震能量，从而减少墙体本体的地震损伤，提高墙体本体的整体抗震性能。
Masonry reinforcing structure
一种砌体加固结构
WANG YAO (Autor:in) / JIN GUANNAN (Autor:in) / JIANG NA (Autor:in) / XU HONGGUANG (Autor:in) / LIANG HAILIN (Autor:in) / ZHANG HENGCHUN (Autor:in) / ZHANG PENG (Autor:in)
14.06.2024
Patent
Elektronische Ressource
Chinesisch
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