Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Double-sided multi-layer rib laminated shear wall and manufacturing method thereof
The invention provides a double-sided multi-layer rib laminated shear wall and a manufacturing method thereof. The double-sided multi-layer rib laminated shear wall comprises prefabricated panels located on the two sides of the shear wall, a plurality of layers of steel bar trusses connected with the first prefabricated panel and the second prefabricated panel, and middle-layer steel bar meshes arranged in the middles of all the layers of steel bar trusses, wherein cast-in-place concrete is arranged between the subsequent first prefabricated panel and the second prefabricated panel. According to the double-sided multi-layer rib laminated shear wall, the multiple layers of steel bar meshes are arranged in a prefabricated shear wall component, so that the structural stress performance is improved, and the prefabricated shear wall component is applied to the situation that the thickness of a shear wall is large; the bearing capacity, integrity and stability of the prefabricated shear wall are improved through the multiple layers of steel bar meshes, the prefabricated shear wall meets the standard requirements, the construction efficiency can be improved, and the problems that an existing prefabricated laminated shear wall is small in thickness and limited in application range in a high-rise structure are solved.
本发明提供了一种双面多层筋叠合剪力墙及其制作方法，包括：位于剪力墙两侧的预制面板，连接第一预制面板和第二预制面板的多层钢筋桁架，设置在各层钢筋桁架中间的中间层钢筋网片。后续第一预制面板和第二预制面板之间的现浇混凝土。本发明为在预制剪力墙构件中设置多层钢筋网片，以提高结构受力性能，并应用于剪力墙厚度较大的情况。本发明利用多层钢筋网片提高预制剪力墙的承载力、整体性和稳定性，使其满足规范要求并且能够提高施工效率，解决现有的预制叠合剪力墙厚度小、在高层结构中应用范围受限的问题。
Double-sided multi-layer rib laminated shear wall and manufacturing method thereof
The invention provides a double-sided multi-layer rib laminated shear wall and a manufacturing method thereof. The double-sided multi-layer rib laminated shear wall comprises prefabricated panels located on the two sides of the shear wall, a plurality of layers of steel bar trusses connected with the first prefabricated panel and the second prefabricated panel, and middle-layer steel bar meshes arranged in the middles of all the layers of steel bar trusses, wherein cast-in-place concrete is arranged between the subsequent first prefabricated panel and the second prefabricated panel. According to the double-sided multi-layer rib laminated shear wall, the multiple layers of steel bar meshes are arranged in a prefabricated shear wall component, so that the structural stress performance is improved, and the prefabricated shear wall component is applied to the situation that the thickness of a shear wall is large; the bearing capacity, integrity and stability of the prefabricated shear wall are improved through the multiple layers of steel bar meshes, the prefabricated shear wall meets the standard requirements, the construction efficiency can be improved, and the problems that an existing prefabricated laminated shear wall is small in thickness and limited in application range in a high-rise structure are solved.
本发明提供了一种双面多层筋叠合剪力墙及其制作方法，包括：位于剪力墙两侧的预制面板，连接第一预制面板和第二预制面板的多层钢筋桁架，设置在各层钢筋桁架中间的中间层钢筋网片。后续第一预制面板和第二预制面板之间的现浇混凝土。本发明为在预制剪力墙构件中设置多层钢筋网片，以提高结构受力性能，并应用于剪力墙厚度较大的情况。本发明利用多层钢筋网片提高预制剪力墙的承载力、整体性和稳定性，使其满足规范要求并且能够提高施工效率，解决现有的预制叠合剪力墙厚度小、在高层结构中应用范围受限的问题。
Double-sided multi-layer rib laminated shear wall and manufacturing method thereof
双面多层筋叠合剪力墙及其制作方法
MA YUEQIANG (Autor:in) / LONG LIBO (Autor:in) / GUO YANYI (Autor:in) / HU DONGCHAO (Autor:in) / WANG ZHUJUN (Autor:in) / YAN KAIKAI (Autor:in)
17.09.2021
Patent
Elektronische Ressource
Chinesisch
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