Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Fabricated shear wall damping horizontal connecting device and construction method
The invention discloses an assembly type shear wall damping horizontal connecting device and a construction method. The assembly type shear wall damping horizontal connecting device comprises a bearing column, and each face of the bearing column is provided with a side wing connecting pile; pre-embedded external members are arranged on the side faces of the side walls, and the pre-embedded external members are fixed to the side wing connecting piles through bolts; a first buffer unit is arranged on the pre-embedded suite, a protection mechanism is arranged on the side wing connecting pile, and the protection mechanism is used for keeping damping of the first buffer unit within a preset value. According to the fabricated shear wall damping horizontal connecting device and the construction method, the protection mechanism is used for protecting the first buffer unit, and the situation that the first buffer unit is damaged and loses the original function due to the fact that the first buffer unit is too large in vibration amplitude and exceeds the damping force of the first buffer unit is avoided; and the anti-seismic capacity of the prefabricated shear wall after treatment is greatly enhanced.
本发明公开了一种装配式剪力墙减震水平连接装置及施工方法，包括：承重柱，其每个面均设置有侧翼连接桩；侧墙，其侧面设置有预埋套件，所述预埋套件通过螺栓固定于所述侧翼连接桩上；所述预埋套件上设置有第一缓冲单元，所述侧翼连接桩上设置有保护机构，所述保护机构用于使所述第一缓冲单元的阻尼保持在预定值内。该发明提供的装配式剪力墙减震水平连接装置及施工方法，利用保护机构对第一缓冲单元进行保护，避免其以为振动幅度过大，超出其阻尼力的，造成第一缓冲单元损坏，失去原始功能，极大的增强了预制装配式剪力墙的处理之后的抗震能力。
Fabricated shear wall damping horizontal connecting device and construction method
The invention discloses an assembly type shear wall damping horizontal connecting device and a construction method. The assembly type shear wall damping horizontal connecting device comprises a bearing column, and each face of the bearing column is provided with a side wing connecting pile; pre-embedded external members are arranged on the side faces of the side walls, and the pre-embedded external members are fixed to the side wing connecting piles through bolts; a first buffer unit is arranged on the pre-embedded suite, a protection mechanism is arranged on the side wing connecting pile, and the protection mechanism is used for keeping damping of the first buffer unit within a preset value. According to the fabricated shear wall damping horizontal connecting device and the construction method, the protection mechanism is used for protecting the first buffer unit, and the situation that the first buffer unit is damaged and loses the original function due to the fact that the first buffer unit is too large in vibration amplitude and exceeds the damping force of the first buffer unit is avoided; and the anti-seismic capacity of the prefabricated shear wall after treatment is greatly enhanced.
本发明公开了一种装配式剪力墙减震水平连接装置及施工方法，包括：承重柱，其每个面均设置有侧翼连接桩；侧墙，其侧面设置有预埋套件，所述预埋套件通过螺栓固定于所述侧翼连接桩上；所述预埋套件上设置有第一缓冲单元，所述侧翼连接桩上设置有保护机构，所述保护机构用于使所述第一缓冲单元的阻尼保持在预定值内。该发明提供的装配式剪力墙减震水平连接装置及施工方法，利用保护机构对第一缓冲单元进行保护，避免其以为振动幅度过大，超出其阻尼力的，造成第一缓冲单元损坏，失去原始功能，极大的增强了预制装配式剪力墙的处理之后的抗震能力。
Fabricated shear wall damping horizontal connecting device and construction method
一种装配式剪力墙减震水平连接装置及施工方法
SUN SHENGYAO (Autor:in)
29.04.2022
Patent
Elektronische Ressource
Chinesisch
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