Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Full-prefabricated concrete shear wall and construction method thereof
The invention discloses a full-prefabricated concrete shear wall and a construction method thereof. The full-prefabricated concrete shear wall comprises a plurality of layers of full-prefabricated shear wall plates which are fixed in a butt joint mode; each full-prefabricated shear wall plate comprises a prefabricated concrete body and a plurality of vertical butt joint steel bars which are distributed in a mode of penetrating through the prefabricated concrete body, a steel bar butt joint assembly is arranged on the lower portion of the interior of the prefabricated concrete body, the top ends of the vertical butt joint steel bars extend out of the upper surface of the prefabricated concrete body, and the bottom ends of the vertical butt joint steel bars are inserted into the steel bar butt joint assembly; and when the upper layer of full-prefabricated shear wall plate and the lower layer of full-prefabricated shear wall plate are fixed in a butt joint mode, the top ends of the vertical butt joint steel bars on the lower layer are inserted into the steel bar butt joint assembly on the upper layer and are fixed to the bottom ends of the vertical butt joint steel bars on the upper layer in a butt joint mode. According to the full-prefabricated concrete shear wall and the construction method thereof, full prefabrication of shear wall components can be realized, the on-site post-pouring concrete operation is greatly reduced, and the installation quality and efficiency of steel bar butt joint connectors are improved.
本发明公开了一种全预制混凝土剪力墙及其施工方法，其全预制混凝土剪力墙包括若干层对接固定的全预制剪力墙板；所述全预制剪力墙板包括预制混凝土本体和贯穿预制混凝土本体分布的若干根竖向对接钢筋，所述预制混凝土本体内部下方设有钢筋对接组件，所述竖向对接钢筋的顶端伸出预制混凝土本体的上表面，底端插入所述钢筋对接组件内；上下两层全预制剪力墙板相互对接固定时，下层的竖向对接钢筋的顶端插入上层的钢筋对接组件内，并与上层的竖向对接钢筋的底端对接固定。本发明能够实现剪力墙构件的全预制，大幅减少现场后浇混凝土作业，提高钢筋对接接头的安装质量与效率。
Full-prefabricated concrete shear wall and construction method thereof
The invention discloses a full-prefabricated concrete shear wall and a construction method thereof. The full-prefabricated concrete shear wall comprises a plurality of layers of full-prefabricated shear wall plates which are fixed in a butt joint mode; each full-prefabricated shear wall plate comprises a prefabricated concrete body and a plurality of vertical butt joint steel bars which are distributed in a mode of penetrating through the prefabricated concrete body, a steel bar butt joint assembly is arranged on the lower portion of the interior of the prefabricated concrete body, the top ends of the vertical butt joint steel bars extend out of the upper surface of the prefabricated concrete body, and the bottom ends of the vertical butt joint steel bars are inserted into the steel bar butt joint assembly; and when the upper layer of full-prefabricated shear wall plate and the lower layer of full-prefabricated shear wall plate are fixed in a butt joint mode, the top ends of the vertical butt joint steel bars on the lower layer are inserted into the steel bar butt joint assembly on the upper layer and are fixed to the bottom ends of the vertical butt joint steel bars on the upper layer in a butt joint mode. According to the full-prefabricated concrete shear wall and the construction method thereof, full prefabrication of shear wall components can be realized, the on-site post-pouring concrete operation is greatly reduced, and the installation quality and efficiency of steel bar butt joint connectors are improved.
本发明公开了一种全预制混凝土剪力墙及其施工方法，其全预制混凝土剪力墙包括若干层对接固定的全预制剪力墙板；所述全预制剪力墙板包括预制混凝土本体和贯穿预制混凝土本体分布的若干根竖向对接钢筋，所述预制混凝土本体内部下方设有钢筋对接组件，所述竖向对接钢筋的顶端伸出预制混凝土本体的上表面，底端插入所述钢筋对接组件内；上下两层全预制剪力墙板相互对接固定时，下层的竖向对接钢筋的顶端插入上层的钢筋对接组件内，并与上层的竖向对接钢筋的底端对接固定。本发明能够实现剪力墙构件的全预制，大幅减少现场后浇混凝土作业，提高钢筋对接接头的安装质量与效率。
Full-prefabricated concrete shear wall and construction method thereof
一种全预制混凝土剪力墙及其施工方法
GUO ZHENGXING (Autor:in) / ZHU ZHANGFENG (Autor:in) / ZHANG JIAHUA (Autor:in) / LI ZHENXING (Autor:in) / WEI GUOWEI (Autor:in) / GUAN DONGZHI (Autor:in)
11.05.2021
Patent
Elektronische Ressource
Chinesisch
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