Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Concrete shear wall adopting novel stirrup and steel plate composite constraint and construction method
The invention relates to the technical field of fabricated buildings, and discloses a novel stirrup and steel plate composite constraint concrete shear wall and a construction method thereof.The shear wall structure is formed by combining reinforcing steel bars, wrapping steel plates and concrete, and the shear wall structure is characterized by comprising stirrup components, reinforcing components and a wall body; the stirrup component and the reinforcing component are both arranged in the wall body, the stirrup component is arranged in the length direction of the wall body and has an intersection point in the wall body, and the reinforcing component is arranged at the intersection point so that the connection strength of the intersection point can be improved through the reinforcing component. The reinforcing component is welded to the outer wrapping steel plate. According to the shear wall, the stirrup components and the reinforcing components used for reinforcing are arranged in the wall body, the reinforcing components are arranged at the intersection joints of the stirrup components, so that the connection strength of the stirrup components at the joints is further improved, and due to the arrangement of the stirrup components and the reinforcing components, the overall stress performance of the shear wall is improved.
本发明涉及装配式建筑技术领域，公开了一种采用新型箍筋和钢板复合约束的混凝土剪力墙及其施工方法，该剪力墙结构为钢筋、外包钢板与混凝土组合而成，其特征在于，包括箍筋构件、加强构件和墙体，所述箍筋构件和所述加强构件均设置在所述墙体内，所述箍筋构件沿所述墙体长度方向设置且在所述墙体内具有相交点，所述加强构件设置在所述相交点处，以能够通过所述加强构件提高所述相交点处的连接强度，所述加强构件焊接于所述外包钢板。本发明通过在墙体内设置箍筋构件以及用于加固的加强构件，并且将加强构件设置在箍筋构件的相交节点处，以此来进一步提高箍筋构件在节点处的连接强度，并且由于箍筋构件以及加强构件的设置，使得剪力墙整体的受力性能提高。
Concrete shear wall adopting novel stirrup and steel plate composite constraint and construction method
The invention relates to the technical field of fabricated buildings, and discloses a novel stirrup and steel plate composite constraint concrete shear wall and a construction method thereof.The shear wall structure is formed by combining reinforcing steel bars, wrapping steel plates and concrete, and the shear wall structure is characterized by comprising stirrup components, reinforcing components and a wall body; the stirrup component and the reinforcing component are both arranged in the wall body, the stirrup component is arranged in the length direction of the wall body and has an intersection point in the wall body, and the reinforcing component is arranged at the intersection point so that the connection strength of the intersection point can be improved through the reinforcing component. The reinforcing component is welded to the outer wrapping steel plate. According to the shear wall, the stirrup components and the reinforcing components used for reinforcing are arranged in the wall body, the reinforcing components are arranged at the intersection joints of the stirrup components, so that the connection strength of the stirrup components at the joints is further improved, and due to the arrangement of the stirrup components and the reinforcing components, the overall stress performance of the shear wall is improved.
本发明涉及装配式建筑技术领域，公开了一种采用新型箍筋和钢板复合约束的混凝土剪力墙及其施工方法，该剪力墙结构为钢筋、外包钢板与混凝土组合而成，其特征在于，包括箍筋构件、加强构件和墙体，所述箍筋构件和所述加强构件均设置在所述墙体内，所述箍筋构件沿所述墙体长度方向设置且在所述墙体内具有相交点，所述加强构件设置在所述相交点处，以能够通过所述加强构件提高所述相交点处的连接强度，所述加强构件焊接于所述外包钢板。本发明通过在墙体内设置箍筋构件以及用于加固的加强构件，并且将加强构件设置在箍筋构件的相交节点处，以此来进一步提高箍筋构件在节点处的连接强度，并且由于箍筋构件以及加强构件的设置，使得剪力墙整体的受力性能提高。
Concrete shear wall adopting novel stirrup and steel plate composite constraint and construction method
采用新型箍筋和钢板复合约束的混凝土剪力墙及施工方法
HUANG XINLIANG (Autor:in) / XU JINJUN (Autor:in) / ZHANG SHUYUAN (Autor:in) / BAEK HO-KYUN (Autor:in)
05.05.2023
Patent
Elektronische Ressource
Chinesisch
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