Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Fabricated row concrete-filled steel tube damping wall structure and system
The invention relates to a fabricated row concrete-filled steel tube damping wall structure and system. The damping wall structure comprises a pair of rows of concrete filled steel tube wall columns which are oppositely arranged; the row of concrete-filled steel tube damping walls comprise a pair of end columns, a plurality of coupling beam dampers and partition walls, the multiple coupling beam dampers are arranged in the pair of end columns and are uniformly arranged at intervals in the vertical direction of the pair of end columns, and the partition walls are arranged in adjacent dampers in the multiple coupling beam dampers; and the corresponding connecting nodes in the pair of connecting nodes are arranged between the row of concrete-filled steel tube damping walls and the corresponding wall columns of the row of concrete-filled steel tube wall columns respectively and used for connecting the row of concrete-filled steel tube damping walls and the corresponding wall columns of the row of concrete-filled steel tube wall columns. In this way, the deformation and energy dissipation capacity of the fabricated row concrete-filled steel tube shear wall structure can be improved, and damage to the main wall column is relieved.
本公开涉及装配式排钢管混凝土阻尼墙结构和系统。该阻尼墙结构包括：一对排钢管混凝土墙肢，彼此相对设置；排钢管混凝土阻尼墙，包括一对端柱、多个连梁阻尼器以及分割墙，其中多个所述连梁阻尼器设置在一对所述端柱中并且沿一对所述端柱竖向均匀间隔排列，并且其中所述分割墙设置在多个所述连梁阻尼器中的相邻阻尼器中；以及一对连接节点，一对所述连接节点中的相应连接节点分别设置在所述排钢管混凝土阻尼墙与一对所述排钢管混凝土墙肢的相应墙肢之间，用以连接所述排钢管混凝土阻尼墙及一对所述排钢管混凝土墙肢的相应墙肢。以此方式，能够提高装配式排钢管混凝土剪力墙结构的变形和耗能能力，减轻主体墙肢的损伤。
Fabricated row concrete-filled steel tube damping wall structure and system
The invention relates to a fabricated row concrete-filled steel tube damping wall structure and system. The damping wall structure comprises a pair of rows of concrete filled steel tube wall columns which are oppositely arranged; the row of concrete-filled steel tube damping walls comprise a pair of end columns, a plurality of coupling beam dampers and partition walls, the multiple coupling beam dampers are arranged in the pair of end columns and are uniformly arranged at intervals in the vertical direction of the pair of end columns, and the partition walls are arranged in adjacent dampers in the multiple coupling beam dampers; and the corresponding connecting nodes in the pair of connecting nodes are arranged between the row of concrete-filled steel tube damping walls and the corresponding wall columns of the row of concrete-filled steel tube wall columns respectively and used for connecting the row of concrete-filled steel tube damping walls and the corresponding wall columns of the row of concrete-filled steel tube wall columns. In this way, the deformation and energy dissipation capacity of the fabricated row concrete-filled steel tube shear wall structure can be improved, and damage to the main wall column is relieved.
本公开涉及装配式排钢管混凝土阻尼墙结构和系统。该阻尼墙结构包括：一对排钢管混凝土墙肢，彼此相对设置；排钢管混凝土阻尼墙，包括一对端柱、多个连梁阻尼器以及分割墙，其中多个所述连梁阻尼器设置在一对所述端柱中并且沿一对所述端柱竖向均匀间隔排列，并且其中所述分割墙设置在多个所述连梁阻尼器中的相邻阻尼器中；以及一对连接节点，一对所述连接节点中的相应连接节点分别设置在所述排钢管混凝土阻尼墙与一对所述排钢管混凝土墙肢的相应墙肢之间，用以连接所述排钢管混凝土阻尼墙及一对所述排钢管混凝土墙肢的相应墙肢。以此方式，能够提高装配式排钢管混凝土剪力墙结构的变形和耗能能力，减轻主体墙肢的损伤。
Fabricated row concrete-filled steel tube damping wall structure and system
一种装配式排钢管混凝土阻尼墙结构及系统
LI JUNMEI (Autor:in) / LI SHIBIN (Autor:in) / ZHU LIANTENG (Autor:in) / DING ZHISHENG (Autor:in) / WANG DONGFANG (Autor:in) / LIU MINGHUI (Autor:in) / GU SHAOYI (Autor:in) / YE JUNCHANG (Autor:in) / HE RONG (Autor:in) / LIU YANGMING (Autor:in)
29.08.2023
Patent
Elektronische Ressource
Chinesisch
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