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Energy dissipation support-embedded profile steel concrete filled steel tubular column connecting structure
The invention discloses an energy dissipation support-embedded profile steel concrete filled steel tubular column connecting structure which comprises a vertical steel tube, concrete poured in the steel tube, vertical profile steel embedded in the concrete, a connecting beam and a supporting connecting plate, the connecting beam is horizontally arranged, one end of the connecting beam is embedded in the concrete and fixedly connected with the profile steel, the other end of the connecting beam penetrates out of the steel pipe through the steel pipe, the supporting connecting plate is partially embedded in the concrete and fixedly connected between the bottom of the connecting beam and the profile steel, and the part, located outside the steel pipe, of the supporting connecting plate is provided with an energy dissipation supporting connecting position. The energy dissipation supports transmit loads to the profile steel through the supporting connecting plates, the steel beams effectively transmit the loads at the beam ends to the embedded profile steel through the connecting beams, the node is clear in force transmission path, the concrete columns cannot be locally damaged, and the node is large in rigidity and high in safety and stability.
本发明公开了一种耗能支撑‑内嵌型钢钢管混凝土柱连接构造,包括竖向的钢管、浇筑于钢管内的混凝土、埋设于混凝土内的竖向型钢以及连接梁和支撑连接板,所述连接梁水平设置,所述连接梁的一端埋设于混凝土内与型钢固定连接、另一端经钢管穿至钢管外,所述支撑连接板部分埋设于混凝土内,且固定连接于连接梁底部与型钢之间,所述支撑连接板位于钢管外的部分设置有耗能支撑连接位。耗能支撑通过支撑连接板将载荷传递至型钢上,钢梁通过与连接梁将梁端荷载有效传至内嵌型钢上,该节点传力路径较为明确,且不会对混凝土柱造成局部破坏,节点刚度较大,安全性和稳定性较高。
Energy dissipation support-embedded profile steel concrete filled steel tubular column connecting structure
The invention discloses an energy dissipation support-embedded profile steel concrete filled steel tubular column connecting structure which comprises a vertical steel tube, concrete poured in the steel tube, vertical profile steel embedded in the concrete, a connecting beam and a supporting connecting plate, the connecting beam is horizontally arranged, one end of the connecting beam is embedded in the concrete and fixedly connected with the profile steel, the other end of the connecting beam penetrates out of the steel pipe through the steel pipe, the supporting connecting plate is partially embedded in the concrete and fixedly connected between the bottom of the connecting beam and the profile steel, and the part, located outside the steel pipe, of the supporting connecting plate is provided with an energy dissipation supporting connecting position. The energy dissipation supports transmit loads to the profile steel through the supporting connecting plates, the steel beams effectively transmit the loads at the beam ends to the embedded profile steel through the connecting beams, the node is clear in force transmission path, the concrete columns cannot be locally damaged, and the node is large in rigidity and high in safety and stability.
本发明公开了一种耗能支撑‑内嵌型钢钢管混凝土柱连接构造,包括竖向的钢管、浇筑于钢管内的混凝土、埋设于混凝土内的竖向型钢以及连接梁和支撑连接板,所述连接梁水平设置,所述连接梁的一端埋设于混凝土内与型钢固定连接、另一端经钢管穿至钢管外,所述支撑连接板部分埋设于混凝土内,且固定连接于连接梁底部与型钢之间,所述支撑连接板位于钢管外的部分设置有耗能支撑连接位。耗能支撑通过支撑连接板将载荷传递至型钢上,钢梁通过与连接梁将梁端荷载有效传至内嵌型钢上,该节点传力路径较为明确,且不会对混凝土柱造成局部破坏,节点刚度较大,安全性和稳定性较高。
Energy dissipation support-embedded profile steel concrete filled steel tubular column connecting structure
耗能支撑-内嵌型钢钢管混凝土柱连接构造
ZHAO XUAN (author) / YANG JUNDE (author) / NIE YING (author) / CHEN CHUNJUN (author) / TAO XIU (author) / WANG YUHANG (author)
2022-02-01
Patent
Electronic Resource
Chinese
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