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Formwork-free assembly type energy dissipation and shock absorption shear wall corner structure and connecting method
The invention provides a formwork-erecting-free assembly type energy dissipation and shock absorption shear wall corner structure and a connecting method. The corner structure comprises a vertical shear wall pre-embedded formwork, and the two sides of a web of the vertical shear wall pre-embedded formwork are each symmetrically connected with a set of horizontal shear wall pre-embedded formwork; shear wall external wall panels are arranged on the outer sides of all the shear wall embedded formworks, the outer side of the vertical shear wall external wall panel and the outer side of the horizontal shear wall external wall panel are connected into a whole through angle steel, and an energy dissipation supporting component is arranged between two wing plates of the same angle steel. The inner side of the vertical shear wall external wall panel and the inner side of the horizontal shear wall external wall panel are connected into a whole through an inserting connecting piece, and the external wall panels of the two horizontal shear walls are connected into a whole through the end of the vertical shear wall embedded formwork. The problem of formwork-free connection of three prefabricated assembly type shear walls is solved, the construction period is shortened, and the bearing capacity, stability and anti-seismic performance of the shear walls are improved.
本发明提供一种免支模装配式消能减震剪力墙转角结构及连接方法,转角结构包括垂直剪力墙预埋模板,所述垂直剪力墙预埋模板的腹板两侧对称式各连接一组水平剪力墙预埋模板;所有剪力墙预埋模板的外侧均设置有剪力墙外墙板,垂直剪力墙外墙板的外侧与水平剪力墙外墙板的外侧通过角钢连接为整体,同一角钢的两翼板之间设置有耗能支撑构件;垂直剪力墙外墙板的内侧与水平剪力墙外墙板的内侧通过插接连接件连接为整体,两水平剪力墙的外墙板之间通过垂直剪力墙预埋模板的端部连接为整体。该发明解决了三个预制装配式剪力墙免支模相连接的问题,缩短了施工周期,提高了剪力墙的承载能力、稳定性和抗震性能。
Formwork-free assembly type energy dissipation and shock absorption shear wall corner structure and connecting method
The invention provides a formwork-erecting-free assembly type energy dissipation and shock absorption shear wall corner structure and a connecting method. The corner structure comprises a vertical shear wall pre-embedded formwork, and the two sides of a web of the vertical shear wall pre-embedded formwork are each symmetrically connected with a set of horizontal shear wall pre-embedded formwork; shear wall external wall panels are arranged on the outer sides of all the shear wall embedded formworks, the outer side of the vertical shear wall external wall panel and the outer side of the horizontal shear wall external wall panel are connected into a whole through angle steel, and an energy dissipation supporting component is arranged between two wing plates of the same angle steel. The inner side of the vertical shear wall external wall panel and the inner side of the horizontal shear wall external wall panel are connected into a whole through an inserting connecting piece, and the external wall panels of the two horizontal shear walls are connected into a whole through the end of the vertical shear wall embedded formwork. The problem of formwork-free connection of three prefabricated assembly type shear walls is solved, the construction period is shortened, and the bearing capacity, stability and anti-seismic performance of the shear walls are improved.
本发明提供一种免支模装配式消能减震剪力墙转角结构及连接方法,转角结构包括垂直剪力墙预埋模板,所述垂直剪力墙预埋模板的腹板两侧对称式各连接一组水平剪力墙预埋模板;所有剪力墙预埋模板的外侧均设置有剪力墙外墙板,垂直剪力墙外墙板的外侧与水平剪力墙外墙板的外侧通过角钢连接为整体,同一角钢的两翼板之间设置有耗能支撑构件;垂直剪力墙外墙板的内侧与水平剪力墙外墙板的内侧通过插接连接件连接为整体,两水平剪力墙的外墙板之间通过垂直剪力墙预埋模板的端部连接为整体。该发明解决了三个预制装配式剪力墙免支模相连接的问题,缩短了施工周期,提高了剪力墙的承载能力、稳定性和抗震性能。
Formwork-free assembly type energy dissipation and shock absorption shear wall corner structure and connecting method
一种免支模装配式消能减震剪力墙转角结构及连接方法
LI XIULING (Autor:in) / ZHANG YIHAO (Autor:in) / HUANG HAO (Autor:in) / FAN LINLIN (Autor:in)
22.11.2024
Patent
Elektronische Ressource
Chinesisch
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