Connecting joint of H-shaped steel stiff column and three-row reinforced concrete beam: Fid-Bau Portal

Connecting joint of H-shaped steel stiff column and three-row reinforced concrete beam

MA SHENGJUN / WANG WEI / LIU JIE / HAN JIALEI / ZHENG DAYU

The invention relates to the technical field of building of building structures, in particular to a connecting node of an H-shaped steel stiff column and a three-row reinforced concrete beam, which comprises the H-shaped steel stiff column (2) and a stud (5), and is characterized by further comprising a sleeve (1), a first steel plate (3) and a second steel plate (4), wherein the sleeves (1) are arranged on the two sides of the lower half portion of the H-shaped steel stiff column (2) in a line, the second steel plates (4) and the first steel plates (3) are arranged above the sleeves (1) respectively, and the second steel plates (4) and the first steel plates (3) are overlapped and arranged on the two sides of the H-shaped steel stiff column (2) respectively. According to the connecting joint and the implementation method thereof, the problem that compactness and aggregate are mixed easily in concrete pouring due to the fact that gaps exist between traditional joint plates is solved, and a good effect is achieved on the construction quality of connection of a stiff column and a concrete beam of a high-rise structure.

本发明涉及建筑结构的建造技术领域，具体是一种H型钢劲性柱与三排筋混凝土梁的连接节点，包括H型钢劲性柱（2）和栓钉（5），其特征是：还包括套筒（1）、第一钢板（3）和第二钢板（4）；其中，套筒（1）有多个，一字排开地设置在H型钢劲性柱（2）的下半部两侧、在套筒（1）的上方分别设置第二钢板（4）和第一钢板（3），所述第二钢板（4）和第一钢板（3）两者叠加并分别设在H型钢劲性柱（2）的两侧。本发明所提出的连接节点及其实施方法，消除了传统节点板间存在缝隙容易产生混凝土浇筑中的密实与骨料混合的问题，对高层结构的劲性柱与混凝土梁的连接的施工质量起到了良好效果。

Zugriff

Download

Seitennavigation

Dokumentinformationen

Ähnliche Titel

Exportieren, teilen und zitieren