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Modularized assembly type superimposed shear wall building
The invention provides a modular assembly type superposed shear wall building, and belongs to the technical field of assembly type buildings. The modular assembly type superposed shear wall building comprises a first concrete module box body and a second concrete module box body, the first concrete module box body comprises a first module prefabricated wall leaf; the second concrete module box body comprises an edge module overlapping shear wall and a second module prefabricated wall leaf, and the second module prefabricated wall leaf and the first module prefabricated wall leaf are connected to form an in-plane module overlapping shear wall. First steel bar meshes are arranged in a first prefabricated wall leaf and a second prefabricated wall leaf respectively, a plurality of rectangular tie bars are arranged between the first prefabricated wall leaf and the second prefabricated wall leaf, and the rectangular tie bars are connected with the two first steel bar meshes, so that when one of the first prefabricated wall leaf and the second prefabricated wall leaf is subjected to horizontal acting force, the first steel bar meshes and the second steel bar meshes are separated from each other; one part of acting force can be dispersed to the other first reinforcing mesh, so that the modular assembly type superimposed shear wall building has higher structural strength.
本申请提供了一种模块化装配式叠合剪力墙建筑,属于装配式建筑技术领域。该模块化装配式叠合剪力墙建筑包括第一混凝土模块箱体和第二混凝土模块箱体;第一混凝土模块箱体包括第一模块预制墙叶;第二混凝土模块箱体包括临边模块叠合剪力墙和第二模块预制墙叶,第二模块预制墙叶与第一模块预制墙叶相连形成面内模块叠合剪力墙。通过在第一预制墙叶和第二预制墙叶中分别设置第一钢筋网片,在第一预制墙叶和第二预制墙叶之间设置多个矩形拉筋,矩形拉筋与两个第一钢筋网片相连,使得第一预制墙叶和第二预制墙叶中的一个受到水平作用力时,能够将一部分作用力分散到另一个第一钢筋网片上,从而使模块化装配式叠合剪力墙建筑具有更高的结构强度。
Modularized assembly type superimposed shear wall building
The invention provides a modular assembly type superposed shear wall building, and belongs to the technical field of assembly type buildings. The modular assembly type superposed shear wall building comprises a first concrete module box body and a second concrete module box body, the first concrete module box body comprises a first module prefabricated wall leaf; the second concrete module box body comprises an edge module overlapping shear wall and a second module prefabricated wall leaf, and the second module prefabricated wall leaf and the first module prefabricated wall leaf are connected to form an in-plane module overlapping shear wall. First steel bar meshes are arranged in a first prefabricated wall leaf and a second prefabricated wall leaf respectively, a plurality of rectangular tie bars are arranged between the first prefabricated wall leaf and the second prefabricated wall leaf, and the rectangular tie bars are connected with the two first steel bar meshes, so that when one of the first prefabricated wall leaf and the second prefabricated wall leaf is subjected to horizontal acting force, the first steel bar meshes and the second steel bar meshes are separated from each other; one part of acting force can be dispersed to the other first reinforcing mesh, so that the modular assembly type superimposed shear wall building has higher structural strength.
本申请提供了一种模块化装配式叠合剪力墙建筑,属于装配式建筑技术领域。该模块化装配式叠合剪力墙建筑包括第一混凝土模块箱体和第二混凝土模块箱体;第一混凝土模块箱体包括第一模块预制墙叶;第二混凝土模块箱体包括临边模块叠合剪力墙和第二模块预制墙叶,第二模块预制墙叶与第一模块预制墙叶相连形成面内模块叠合剪力墙。通过在第一预制墙叶和第二预制墙叶中分别设置第一钢筋网片,在第一预制墙叶和第二预制墙叶之间设置多个矩形拉筋,矩形拉筋与两个第一钢筋网片相连,使得第一预制墙叶和第二预制墙叶中的一个受到水平作用力时,能够将一部分作用力分散到另一个第一钢筋网片上,从而使模块化装配式叠合剪力墙建筑具有更高的结构强度。
Modularized assembly type superimposed shear wall building
模块化装配式叠合剪力墙建筑
ZHAO HONGWEI (Autor:in) / TANG SHAOJIE (Autor:in) / LI ZELE (Autor:in) / ZHU HUAITAO (Autor:in) / GUO YUTAO (Autor:in) / RAO SHAOHUA (Autor:in) / ZHANG BO (Autor:in) / MENG WEIFENG (Autor:in) / YANG ZHIFENG (Autor:in) / DUAN XUEGANG (Autor:in)
12.11.2024
Patent
Elektronische Ressource
Chinesisch
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