A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Steel structure column splicing joint and splicing method
The invention discloses a steel structure column splicing joint and a splicing method, relates to the technical field of building construction, solves the problems that an existing steel structure column splicing joint is complex in construction and low in connection strength, reduces the construction complexity, improves the rigidity and strength of a connection joint, and improves the construction efficiency. According to the specific scheme, the node connecting structure comprises an upper steel column, a middle steel column and a lower steel column which are sequentially and fixedly connected from top to bottom, the upper steel column, the middle steel column and the lower steel column are coaxially arranged, a cantilever beam section is fixedly arranged on the outer wall of the middle steel column to form a node connecting piece, and the node connecting piece is machined in a factory; a plurality of first partition plates located on the same horizontal plane with the cantilever beam section flanges are fixedly arranged in the middle steel column, the top end of the middle steel column is connected with the inner wall of the upper steel column through a sleeve, and the top end of the middle steel column is welded to a groove in the bottom end of the upper steel column.
本发明公开了一种钢结构柱拼接节点及拼接方法，涉及建筑施工技术领域，解决了现有钢结构柱拼装节点施工复杂、连接强度低的问题，降低了施工复杂性，提高了连接节点的刚度及强度，具体方案如下：包括从上向下依次固定连接的上部钢柱、中间钢柱以及下部钢柱，上部钢柱、中间钢柱以及下部钢柱之间同轴设置，中间钢柱的外壁上固定设有悬臂梁段以组成节点连接件，所述节点连接件在工厂加工完成，中间钢柱内部固定设有若干与悬臂梁段翼缘处于同一水平面的第一隔板，中间钢柱的顶端通过套管与上部钢柱内壁连接，中间钢柱的顶端与上部钢柱的底端坡口焊接。
Steel structure column splicing joint and splicing method
The invention discloses a steel structure column splicing joint and a splicing method, relates to the technical field of building construction, solves the problems that an existing steel structure column splicing joint is complex in construction and low in connection strength, reduces the construction complexity, improves the rigidity and strength of a connection joint, and improves the construction efficiency. According to the specific scheme, the node connecting structure comprises an upper steel column, a middle steel column and a lower steel column which are sequentially and fixedly connected from top to bottom, the upper steel column, the middle steel column and the lower steel column are coaxially arranged, a cantilever beam section is fixedly arranged on the outer wall of the middle steel column to form a node connecting piece, and the node connecting piece is machined in a factory; a plurality of first partition plates located on the same horizontal plane with the cantilever beam section flanges are fixedly arranged in the middle steel column, the top end of the middle steel column is connected with the inner wall of the upper steel column through a sleeve, and the top end of the middle steel column is welded to a groove in the bottom end of the upper steel column.
本发明公开了一种钢结构柱拼接节点及拼接方法，涉及建筑施工技术领域，解决了现有钢结构柱拼装节点施工复杂、连接强度低的问题，降低了施工复杂性，提高了连接节点的刚度及强度，具体方案如下：包括从上向下依次固定连接的上部钢柱、中间钢柱以及下部钢柱，上部钢柱、中间钢柱以及下部钢柱之间同轴设置，中间钢柱的外壁上固定设有悬臂梁段以组成节点连接件，所述节点连接件在工厂加工完成，中间钢柱内部固定设有若干与悬臂梁段翼缘处于同一水平面的第一隔板，中间钢柱的顶端通过套管与上部钢柱内壁连接，中间钢柱的顶端与上部钢柱的底端坡口焊接。
Steel structure column splicing joint and splicing method
一种钢结构柱拼接节点及拼接方法
WANG HAIGANG (author) / XU CHENGQIANG (author) / LI GUOGUANG (author) / ZHU KUI (author) / SUN LITAI (author)
2023-03-21
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
Steel reinforced concrete column splicing joint structure and method
| European Patent Office | 2024