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Stirrup partition reinforced concrete column continuous steel beam space node
The invention discloses a stirrup partition reinforced concrete column continuous steel beam space joint, and relates to the field of structural engineering of building structures. Longitudinal bars and stirrups of a concrete column are arranged in a partitioned mode, a steel beam can continuously pass through a joint core area, then the stirrups passing through the different partitions are arranged to connect the different partitions, and the stirrups and transverse partition rib plates of the steel beam form a restraining effect similar to a steel pipe concrete on concrete of the core area. The joint and the steel beams in the joint area continuously penetrate through the core area, so that the joint area is good in connection performance and high in connection strength, concrete in the core area is restrained by surrounding partition steel bars and steel plates, the core area is high in shear strength, and the joint is suitable for building structures in high-intensity areas with high requirements for various use functions. The structure is simple, machining is convenient, and on-site rapid connection construction can be achieved.
一种箍筋分区钢筋混凝土柱连续钢梁空间节点,涉及建筑结构的结构工程领域。通过将混凝土柱的纵筋和箍筋进行分区设置,让钢梁可以连续通过节点核心区,然后设置通过不同分区的箍筋将不同分区连接起来,并与钢梁的横隔肋板一起对核心区混凝土形成类似钢管混凝土的约束效应。本发明节点,节点区的钢梁连续穿过核心区,因此节点区的连接性能好连接强度高,并且核心区混凝土被周围分区钢筋和钢板约束,核心区抗剪刀强度高,适用于对各种使用功能要求较高的高烈度地区建筑结构。本发明构造简单,加工方便,并且可以在现场快速连接施工。
Stirrup partition reinforced concrete column continuous steel beam space node
The invention discloses a stirrup partition reinforced concrete column continuous steel beam space joint, and relates to the field of structural engineering of building structures. Longitudinal bars and stirrups of a concrete column are arranged in a partitioned mode, a steel beam can continuously pass through a joint core area, then the stirrups passing through the different partitions are arranged to connect the different partitions, and the stirrups and transverse partition rib plates of the steel beam form a restraining effect similar to a steel pipe concrete on concrete of the core area. The joint and the steel beams in the joint area continuously penetrate through the core area, so that the joint area is good in connection performance and high in connection strength, concrete in the core area is restrained by surrounding partition steel bars and steel plates, the core area is high in shear strength, and the joint is suitable for building structures in high-intensity areas with high requirements for various use functions. The structure is simple, machining is convenient, and on-site rapid connection construction can be achieved.
一种箍筋分区钢筋混凝土柱连续钢梁空间节点,涉及建筑结构的结构工程领域。通过将混凝土柱的纵筋和箍筋进行分区设置,让钢梁可以连续通过节点核心区,然后设置通过不同分区的箍筋将不同分区连接起来,并与钢梁的横隔肋板一起对核心区混凝土形成类似钢管混凝土的约束效应。本发明节点,节点区的钢梁连续穿过核心区,因此节点区的连接性能好连接强度高,并且核心区混凝土被周围分区钢筋和钢板约束,核心区抗剪刀强度高,适用于对各种使用功能要求较高的高烈度地区建筑结构。本发明构造简单,加工方便,并且可以在现场快速连接施工。
Stirrup partition reinforced concrete column continuous steel beam space node
一种箍筋分区钢筋混凝土柱连续钢梁空间节点
CHEN SHICAI (Autor:in) / ZHANG ZHIQIU (Autor:in) / LIU SHUBANG (Autor:in)
29.07.2022
Patent
Elektronische Ressource
Chinesisch
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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