Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
In-plane module laminated shear wall
The invention provides an in-plane module laminated shear wall, and belongs to the technical field of fabricated buildings. A wall body of the in-plane module laminated shear wall comprises a first module prefabricated wall leaf, a second module prefabricated wall leaf, reinforcing meshes, tie bars and joint bars, the first module prefabricated wall leaf and the second module prefabricated wall leaf are arranged in parallel at intervals, one reinforcing mesh is located in the first module prefabricated wall leaf, and the other reinforcing mesh is located in the second module prefabricated wall leaf. One part of the tie bars are connected with one reinforcing mesh, the other part of the tie bars are connected with the other reinforcing mesh, the joint bar is in a fork shape and is provided with two branches, one branch is inserted into the tie bar connected with one reinforcing mesh, and the other branch is inserted into the tie bar connected with the other reinforcing mesh. Part of acting force is dispersed to the reinforcing mesh in the other one of the first module prefabricated wall leaf and the second module prefabricated wall leaf through the multiple tie bars and the joint bars, so that the wall body can bear large acting force, and higher structural strength is achieved.
本申请提供了一种面内模块叠合剪力墙,属于装配式建筑技术领域。该面内模块叠合剪力墙的墙主体包括第一模块预制墙叶、第二模块预制墙叶、钢筋网片、拉筋和插筋,第一模块预制墙叶和第二模块预制墙叶平行间隔布置,一个钢筋网片位于第一模块预制墙叶中,另一个钢筋网片位于第二模块预制墙叶中,一部分拉筋与一个钢筋网片相连,另一部分拉筋与另一个钢筋网片相连,插筋呈叉状,具有两个分支,一个分支插接在与一个钢筋网片相连的拉筋中,另一个分支插接在与另一个钢筋网片相连的拉筋中。通过多个拉筋和插筋将一部分作用力分散到第一模块预制墙叶和第二模块预制墙叶中的另一个中的钢筋网片上,使得墙主体能够承受较大的作用力,具有更高的结构强度。
In-plane module laminated shear wall
The invention provides an in-plane module laminated shear wall, and belongs to the technical field of fabricated buildings. A wall body of the in-plane module laminated shear wall comprises a first module prefabricated wall leaf, a second module prefabricated wall leaf, reinforcing meshes, tie bars and joint bars, the first module prefabricated wall leaf and the second module prefabricated wall leaf are arranged in parallel at intervals, one reinforcing mesh is located in the first module prefabricated wall leaf, and the other reinforcing mesh is located in the second module prefabricated wall leaf. One part of the tie bars are connected with one reinforcing mesh, the other part of the tie bars are connected with the other reinforcing mesh, the joint bar is in a fork shape and is provided with two branches, one branch is inserted into the tie bar connected with one reinforcing mesh, and the other branch is inserted into the tie bar connected with the other reinforcing mesh. Part of acting force is dispersed to the reinforcing mesh in the other one of the first module prefabricated wall leaf and the second module prefabricated wall leaf through the multiple tie bars and the joint bars, so that the wall body can bear large acting force, and higher structural strength is achieved.
本申请提供了一种面内模块叠合剪力墙,属于装配式建筑技术领域。该面内模块叠合剪力墙的墙主体包括第一模块预制墙叶、第二模块预制墙叶、钢筋网片、拉筋和插筋,第一模块预制墙叶和第二模块预制墙叶平行间隔布置,一个钢筋网片位于第一模块预制墙叶中,另一个钢筋网片位于第二模块预制墙叶中,一部分拉筋与一个钢筋网片相连,另一部分拉筋与另一个钢筋网片相连,插筋呈叉状,具有两个分支,一个分支插接在与一个钢筋网片相连的拉筋中,另一个分支插接在与另一个钢筋网片相连的拉筋中。通过多个拉筋和插筋将一部分作用力分散到第一模块预制墙叶和第二模块预制墙叶中的另一个中的钢筋网片上,使得墙主体能够承受较大的作用力,具有更高的结构强度。
In-plane module laminated shear wall
面内模块叠合剪力墙
LI ZELE (Autor:in) / RAO SHAOHUA (Autor:in) / ZHU HUAITAO (Autor:in) / GUO YUTAO (Autor:in) / YANG ZHIFENG (Autor:in) / LIN CHUNGUANG (Autor:in) / HU MENGHUI (Autor:in)
12.11.2024
Patent
Elektronische Ressource
Chinesisch
Wallboard for prefabricated laminated shear wall and shear wall
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