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Wall type damper embedded part
The invention discloses a wall type damper embedded part which comprises a damper and two embedded parts, the two embedded parts are installed on concrete walls at the upper end and the lower end respectively, the two ends of the damper are connected with the two embedded parts respectively, and each embedded part comprises a transverse anchor plate and two vertical anchor plates. The transverse anchor plate is placed on the end face of an external concrete wall in a crossing mode, the two vertical anchor plates are fixed to the left side edge and the right side edge of the transverse anchor plate respectively so that the two vertical anchor plates and the transverse anchor plate can form a portal frame structure wrapping the external concrete wall, and the plate faces of the two vertical anchor plates are fixedly connected with the external concrete wall. The two ends of the damper are installed on the transverse anchor plates in a hinged mode respectively. According to the wall type damper embedded part, stress is mainly borne by the vertical anchor plate, and it is ensured that the damper can fully exert the energy dissipation performance.
本发明公开了一种墙式阻尼器预埋部件,包括阻尼器和两个预埋部件,两个所述预埋部件分别安装在上下两端的混凝土墙上,所述阻尼器的两端分别与两个预埋部件连接,所述预埋部件包括横向锚板和两个竖向锚板,所述横向锚板横跨放置在外部混凝土墙的端面上,两个所述竖向锚板分别固定在横向锚板的左右两个侧边上,以与横向锚板构成包住外部混凝土墙的龙门架结构,两个所述竖向锚板的板面与外部混凝土墙固定连接,所述阻尼器的两端分别铰接安装在横向锚板上。本发明的墙式阻尼器预埋部件,受力主要由竖向锚板承担,确保阻尼器能充分地发挥耗能性能。
Wall type damper embedded part
The invention discloses a wall type damper embedded part which comprises a damper and two embedded parts, the two embedded parts are installed on concrete walls at the upper end and the lower end respectively, the two ends of the damper are connected with the two embedded parts respectively, and each embedded part comprises a transverse anchor plate and two vertical anchor plates. The transverse anchor plate is placed on the end face of an external concrete wall in a crossing mode, the two vertical anchor plates are fixed to the left side edge and the right side edge of the transverse anchor plate respectively so that the two vertical anchor plates and the transverse anchor plate can form a portal frame structure wrapping the external concrete wall, and the plate faces of the two vertical anchor plates are fixedly connected with the external concrete wall. The two ends of the damper are installed on the transverse anchor plates in a hinged mode respectively. According to the wall type damper embedded part, stress is mainly borne by the vertical anchor plate, and it is ensured that the damper can fully exert the energy dissipation performance.
本发明公开了一种墙式阻尼器预埋部件,包括阻尼器和两个预埋部件,两个所述预埋部件分别安装在上下两端的混凝土墙上,所述阻尼器的两端分别与两个预埋部件连接,所述预埋部件包括横向锚板和两个竖向锚板,所述横向锚板横跨放置在外部混凝土墙的端面上,两个所述竖向锚板分别固定在横向锚板的左右两个侧边上,以与横向锚板构成包住外部混凝土墙的龙门架结构,两个所述竖向锚板的板面与外部混凝土墙固定连接,所述阻尼器的两端分别铰接安装在横向锚板上。本发明的墙式阻尼器预埋部件,受力主要由竖向锚板承担,确保阻尼器能充分地发挥耗能性能。
Wall type damper embedded part
墙式阻尼器预埋部件
WANG XIANGRU (author) / XIAO HUANING (author) / QIN JIN (author) / CHEN PEIJIAN (author) / JIA SHUAISHUAI (author) / CHEN XIANGRU (author) / LENG JINDA (author) / ZHU SHENGLI (author)
2024-07-05
Patent
Electronic Resource
Chinese
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