Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Vertical dry-method connecting structure of fabricated concrete shear wall and construction method
The invention discloses a vertical dry-method connecting structure of a fabricated concrete shear wall and a construction method. The connecting structure comprises a connecting embedded part and an auxiliary connecting part; the connecting embedded part and the auxiliary connecting part are used for connecting an upper-layer vertical stress connecting steel bar in an upper-layer shear wall component and a lower-layer vertical stress connecting steel bar in a lower-layer shear wall component; an internal threaded hole, a first half-hole groove and a second half-hole groove are formed in the connecting embedded part; a stirrup connecting hole is formed in the connecting embedded part; the auxiliary connecting part comprises a third half-hole groove and a fourth half-hole groove; the connecting embedded part is connected with the auxiliary connecting part; the first half-hole groove and the third half-hole groove are combined to form a limiting upper-layer vertical stress connecting steel bar fixing hole; and the second half-hole groove and the fourth half-hole groove are combined to form a limiting lower-layer vertical stress connecting steel bar fixing hole. As a convenient, rapid and reliable shear wall vertical connection mode, detachable connection can be achieved, wallboard installation is facilitated, the construction speed of the structure is increased, on-site wet operation is reduced, and the assembly level of a building structure is improved.
本发明公开一种装配式混凝土剪力墙的竖向干法连接结构和施工方法，所述连接结构包括用于连接上层剪力墙构件内上层竖向受力连接钢筋和下层剪力墙构件内下层竖向受力连接钢筋的连接预埋件和辅助连接件；连接预埋件上有内螺纹孔、第一半孔槽及第二半孔槽，连接预埋件上有箍筋连接孔；辅助连接件包括第三半孔槽及第四半孔槽；连接预埋件与辅助连接件连接，第一半孔槽与第三半孔槽组合成限位上层竖向受力连接钢筋固定孔，第二半孔槽与第四半孔槽组合成限位下层竖向受力连接钢筋固定孔；其作为方便、快捷、可靠的剪力墙竖向连接方式，能够实现可拆卸连接，便于墙板的安装，加快结构的施工速度，减少现场的湿作业，提高建筑结构的装配化水平。
Vertical dry-method connecting structure of fabricated concrete shear wall and construction method
The invention discloses a vertical dry-method connecting structure of a fabricated concrete shear wall and a construction method. The connecting structure comprises a connecting embedded part and an auxiliary connecting part; the connecting embedded part and the auxiliary connecting part are used for connecting an upper-layer vertical stress connecting steel bar in an upper-layer shear wall component and a lower-layer vertical stress connecting steel bar in a lower-layer shear wall component; an internal threaded hole, a first half-hole groove and a second half-hole groove are formed in the connecting embedded part; a stirrup connecting hole is formed in the connecting embedded part; the auxiliary connecting part comprises a third half-hole groove and a fourth half-hole groove; the connecting embedded part is connected with the auxiliary connecting part; the first half-hole groove and the third half-hole groove are combined to form a limiting upper-layer vertical stress connecting steel bar fixing hole; and the second half-hole groove and the fourth half-hole groove are combined to form a limiting lower-layer vertical stress connecting steel bar fixing hole. As a convenient, rapid and reliable shear wall vertical connection mode, detachable connection can be achieved, wallboard installation is facilitated, the construction speed of the structure is increased, on-site wet operation is reduced, and the assembly level of a building structure is improved.
本发明公开一种装配式混凝土剪力墙的竖向干法连接结构和施工方法，所述连接结构包括用于连接上层剪力墙构件内上层竖向受力连接钢筋和下层剪力墙构件内下层竖向受力连接钢筋的连接预埋件和辅助连接件；连接预埋件上有内螺纹孔、第一半孔槽及第二半孔槽，连接预埋件上有箍筋连接孔；辅助连接件包括第三半孔槽及第四半孔槽；连接预埋件与辅助连接件连接，第一半孔槽与第三半孔槽组合成限位上层竖向受力连接钢筋固定孔，第二半孔槽与第四半孔槽组合成限位下层竖向受力连接钢筋固定孔；其作为方便、快捷、可靠的剪力墙竖向连接方式，能够实现可拆卸连接，便于墙板的安装，加快结构的施工速度，减少现场的湿作业，提高建筑结构的装配化水平。
Vertical dry-method connecting structure of fabricated concrete shear wall and construction method
一种装配式混凝土剪力墙的竖向干法连接结构和施工方法
WANG LEI (Autor:in) / XIN XIAOYANG (Autor:in) / JING LIMEI (Autor:in) / DU YANYAN (Autor:in) / WANG XUEMENG (Autor:in)
21.09.2021
Patent
Elektronische Ressource
Chinesisch
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