Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Tenon and mortise joint of steel beams and concrete shear-walls
The invention discloses a tenon and mortise joint of steel beams and concrete shear walls, and belongs to the field of building structures. The tenon and mortise joint of the steel beams and the concrete shear walls comprises a cast steel part arranged on the central zone of the joint, an orthogonal coordinate system is established by taking the cast steel part as an original point, the shear walls connected with the cast steel part are arranged in the 0-degree direction and the 90-degree direction respectively, and the steel beams connected with the cast steel part are arranged in the 180-degree direction, the 225-degree direction and the 270-degree direction respectively. Profile steel of each shear wall is welded to the cast steel part, and stirrups in an embedded column of each shear wall are connected with the corresponding profile steel in an anchored mode; horizontal bars of each shear wall are welded to horizontal bar connecting parts which are welded to the cast steel part in advance; each steel beam is connected with the cast steel part through a joint beam, the joint beams are fixedly welded to the cast steel part, and each joint beam is in bolting and welding connection with the corresponding steel beam. According to the tenon and mortise joint of the steel beams and the concrete shear walls, a relation is established between the steel beams and the concrete shear walls through the cast steel part, establishment of connection joints is achieved through the modes of welding, steel bar anchoring and the like, force of cantilever parts in a structure is effectively transferred to a main structure, and the stability of the building structure is enhanced.
Tenon and mortise joint of steel beams and concrete shear-walls
The invention discloses a tenon and mortise joint of steel beams and concrete shear walls, and belongs to the field of building structures. The tenon and mortise joint of the steel beams and the concrete shear walls comprises a cast steel part arranged on the central zone of the joint, an orthogonal coordinate system is established by taking the cast steel part as an original point, the shear walls connected with the cast steel part are arranged in the 0-degree direction and the 90-degree direction respectively, and the steel beams connected with the cast steel part are arranged in the 180-degree direction, the 225-degree direction and the 270-degree direction respectively. Profile steel of each shear wall is welded to the cast steel part, and stirrups in an embedded column of each shear wall are connected with the corresponding profile steel in an anchored mode; horizontal bars of each shear wall are welded to horizontal bar connecting parts which are welded to the cast steel part in advance; each steel beam is connected with the cast steel part through a joint beam, the joint beams are fixedly welded to the cast steel part, and each joint beam is in bolting and welding connection with the corresponding steel beam. According to the tenon and mortise joint of the steel beams and the concrete shear walls, a relation is established between the steel beams and the concrete shear walls through the cast steel part, establishment of connection joints is achieved through the modes of welding, steel bar anchoring and the like, force of cantilever parts in a structure is effectively transferred to a main structure, and the stability of the building structure is enhanced.
Tenon and mortise joint of steel beams and concrete shear-walls
ZHOU YIYI (Autor:in) / JIAN HUICHENG (Autor:in) / PAN SHUXIAN (Autor:in)
24.02.2016
Patent
Elektronische Ressource
Englisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
Steel-concrete combined beam-column joint mortise and tenon joint structure
| Europäisches Patentamt | 2024
| Europäisches Patentamt | 2020