Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
The invention discloses a connecting node of a large-span structure gable truss column and a main structure, which belongs to the technical field of building structures and comprises the gable truss column, the main structure and a horizontally arranged steel connecting rod. The position of the gable truss column is opposite to the position of the main structure, a certain gap is formed between the gable truss column and the main structure, and a first connecting mechanism is arranged on the outer side of the gable truss column. A second connecting mechanism is arranged on the side, away from the gable truss column, of the main structure. The steel connecting rod is located above the gable truss column and the main structure, one end of the steel connecting rod is connected with one end of the first connecting mechanism, and the other end of the steel connecting rod is connected with one end of the second connecting mechanism. The horizontal force borne by the gable structure is effectively transmitted to the main structure through the steel connecting rods, the force transmission path is clear, mutual transmission of bending moment between the gable truss columns and the main structure is avoided, the structure stress system is more reasonable, the construction working face is increased, field installation is facilitated, the redundant design of the structure safety degree is considered, and safety and reliability of the structure system are effectively guaranteed.
本发明公开了一种大跨度结构山墙桁架柱与主结构的连接节点,属于建筑结构技术领域,包括:山墙桁架柱、主结构和水平设置的钢连杆;山墙桁架柱的位置与主结构的位置相对且具有一定的间隙,山墙桁架柱的外侧设置有第一连接机构;主结构远离山墙桁架柱的一侧设置有第二连接机构;钢连杆位于山墙桁架柱和主结构的上方,钢连杆的一端与第一连接机构的一端连接,钢连杆的另一端与第二连接机构的一端连接。通过钢连杆有效的将山墙结构所受的水平力传递给主结构,传力途径明确,避免山墙桁架柱与主结构之间弯矩的相互传递,结构受力体系更合理,增加施工作业面,利于现场安装,考虑了结构安全度的冗余设计,有效保障结构体系的安全可靠。
The invention discloses a connecting node of a large-span structure gable truss column and a main structure, which belongs to the technical field of building structures and comprises the gable truss column, the main structure and a horizontally arranged steel connecting rod. The position of the gable truss column is opposite to the position of the main structure, a certain gap is formed between the gable truss column and the main structure, and a first connecting mechanism is arranged on the outer side of the gable truss column. A second connecting mechanism is arranged on the side, away from the gable truss column, of the main structure. The steel connecting rod is located above the gable truss column and the main structure, one end of the steel connecting rod is connected with one end of the first connecting mechanism, and the other end of the steel connecting rod is connected with one end of the second connecting mechanism. The horizontal force borne by the gable structure is effectively transmitted to the main structure through the steel connecting rods, the force transmission path is clear, mutual transmission of bending moment between the gable truss columns and the main structure is avoided, the structure stress system is more reasonable, the construction working face is increased, field installation is facilitated, the redundant design of the structure safety degree is considered, and safety and reliability of the structure system are effectively guaranteed.
本发明公开了一种大跨度结构山墙桁架柱与主结构的连接节点,属于建筑结构技术领域,包括:山墙桁架柱、主结构和水平设置的钢连杆;山墙桁架柱的位置与主结构的位置相对且具有一定的间隙,山墙桁架柱的外侧设置有第一连接机构;主结构远离山墙桁架柱的一侧设置有第二连接机构;钢连杆位于山墙桁架柱和主结构的上方,钢连杆的一端与第一连接机构的一端连接,钢连杆的另一端与第二连接机构的一端连接。通过钢连杆有效的将山墙结构所受的水平力传递给主结构,传力途径明确,避免山墙桁架柱与主结构之间弯矩的相互传递,结构受力体系更合理,增加施工作业面,利于现场安装,考虑了结构安全度的冗余设计,有效保障结构体系的安全可靠。
Connecting joint of large-span structure gable truss column and main structure
一种大跨度结构山墙桁架柱与主结构的连接节点
MA QING (Autor:in)
23.12.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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