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A platform for research: civil engineering, architecture and urbanism
Full-fabricated concrete frame buckling restrained brace structure
The invention discloses a buckling restrained brace structure for a full-fabricated concrete frame. The buckling restrained brace structure comprises a prefabricated reinforced concrete beam, a prefabricated reinforced concrete column, a connecting hoop, a sleeve type node and a buckling restrained brace, connecting hoops are arranged at the two ends of the prefabricated reinforced concrete beam and the two ends of the prefabricated reinforced concrete column correspondingly, studs are arranged in the connecting hoops, the connecting joints are sleeve type joints, and the prefabricated reinforced concrete beam and the prefabricated reinforced concrete column are welded to the sleeve type joints through the connecting hoops at the two ends of the prefabricated reinforced concrete beam and the two ends of the prefabricated reinforced concrete column correspondingly. The buckling restrained brace is connected with the sleeve type node through a node plate on the buckling restrained brace. The method has the advantages of being high in construction speed, free of secondary pouring, small in on-site pollution, small in labor consumption, environmentally friendly, good in anti-seismic property and the like.
一种全装配式混凝土框架屈曲约束支撑结构，该结构包括预制钢筋混凝土梁、预制钢筋混凝土柱、连接套箍、套筒式节点、屈曲约束支撑。所述的预制钢筋混凝土梁、预制钢筋混凝土柱两端均设置有连接套箍，连接套箍内部布置有栓钉，所述的连接节点为套筒式节点，所述的预制钢筋混凝土梁、预制钢筋混凝土柱通过各自两端的连接套箍与套筒式节点焊接，所述的屈曲约束支撑通过其上面的节点板与套筒式节点连接。本发明具有施工速度快，无需二次浇筑，现场污染小，劳动力耗费小，绿色环保且还具有良好的抗震性能等特点。
Full-fabricated concrete frame buckling restrained brace structure
The invention discloses a buckling restrained brace structure for a full-fabricated concrete frame. The buckling restrained brace structure comprises a prefabricated reinforced concrete beam, a prefabricated reinforced concrete column, a connecting hoop, a sleeve type node and a buckling restrained brace, connecting hoops are arranged at the two ends of the prefabricated reinforced concrete beam and the two ends of the prefabricated reinforced concrete column correspondingly, studs are arranged in the connecting hoops, the connecting joints are sleeve type joints, and the prefabricated reinforced concrete beam and the prefabricated reinforced concrete column are welded to the sleeve type joints through the connecting hoops at the two ends of the prefabricated reinforced concrete beam and the two ends of the prefabricated reinforced concrete column correspondingly. The buckling restrained brace is connected with the sleeve type node through a node plate on the buckling restrained brace. The method has the advantages of being high in construction speed, free of secondary pouring, small in on-site pollution, small in labor consumption, environmentally friendly, good in anti-seismic property and the like.
一种全装配式混凝土框架屈曲约束支撑结构，该结构包括预制钢筋混凝土梁、预制钢筋混凝土柱、连接套箍、套筒式节点、屈曲约束支撑。所述的预制钢筋混凝土梁、预制钢筋混凝土柱两端均设置有连接套箍，连接套箍内部布置有栓钉，所述的连接节点为套筒式节点，所述的预制钢筋混凝土梁、预制钢筋混凝土柱通过各自两端的连接套箍与套筒式节点焊接，所述的屈曲约束支撑通过其上面的节点板与套筒式节点连接。本发明具有施工速度快，无需二次浇筑，现场污染小，劳动力耗费小，绿色环保且还具有良好的抗震性能等特点。
Full-fabricated concrete frame buckling restrained brace structure
一种全装配式混凝土框架屈曲约束支撑结构
DOU LIJUN (author) / FANG DONGJIAN (author) / DOU YUTIAN (author) / ZHOU CHE (author) / BEI LINGYU (author) / HUANG ZIHENG (author) / LUO AOGUO (author) / ZHAI CHUNXU (author) / TIAN ZIQIANG (author) / HU XIAOYU (author)
2023-10-24
Patent
Electronic Resource
Chinese
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