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Connecting structure of reinforcing steel bar and stiff steel column
The invention relates to a reinforcing steel bar and stiff steel column connecting structure which comprises a stiff steel column, reinforcing steel bars, anchoring end plates and gaskets, prefabricated holes are formed in the stiff steel column according to the mounting positions of the reinforcing steel bars, threads are turned at the ends of the reinforcing steel bars, and the gaskets and the anchoring end plates are mounted on the backs of the ends of the reinforcing steel bars after the ends of the reinforcing steel bars penetrate through the prefabricated holes in the stiff steel column to be fixedly connected with the stiff steel column. The reinforcing steel bar mounting method is suitable for the connecting part of a reinforcing steel bar and a stiff steel column in a stiff reinforced concrete structure, and aims at solving the problems that welding or sleeve connection is not firm or the welding amount is large, the requirement for the machining length of the reinforcing steel bar is high and the like in the traditional process beam reinforcing steel bar and the stiff steel column are connected.
本发明涉及一种钢筋与劲性钢柱连接构造,包括劲性钢柱、钢筋、锚固端板、垫片,劲性钢柱上按照钢筋安装位置开设预制孔,钢筋端头车有螺纹,钢筋端头穿过劲性钢柱上的预制孔后背部安装垫片和锚固端板,与劲性钢柱固定连接。本发明适用于一种劲性钢筋混凝土结构中,钢筋与劲性钢柱柱连接部位,针对传统工艺梁钢筋与劲性钢柱连接采用焊接或套筒连接不牢固或焊接量大、且对钢筋加工长度要求较高等问题所提出来的钢筋安装方法。
Connecting structure of reinforcing steel bar and stiff steel column
The invention relates to a reinforcing steel bar and stiff steel column connecting structure which comprises a stiff steel column, reinforcing steel bars, anchoring end plates and gaskets, prefabricated holes are formed in the stiff steel column according to the mounting positions of the reinforcing steel bars, threads are turned at the ends of the reinforcing steel bars, and the gaskets and the anchoring end plates are mounted on the backs of the ends of the reinforcing steel bars after the ends of the reinforcing steel bars penetrate through the prefabricated holes in the stiff steel column to be fixedly connected with the stiff steel column. The reinforcing steel bar mounting method is suitable for the connecting part of a reinforcing steel bar and a stiff steel column in a stiff reinforced concrete structure, and aims at solving the problems that welding or sleeve connection is not firm or the welding amount is large, the requirement for the machining length of the reinforcing steel bar is high and the like in the traditional process beam reinforcing steel bar and the stiff steel column are connected.
本发明涉及一种钢筋与劲性钢柱连接构造,包括劲性钢柱、钢筋、锚固端板、垫片,劲性钢柱上按照钢筋安装位置开设预制孔,钢筋端头车有螺纹,钢筋端头穿过劲性钢柱上的预制孔后背部安装垫片和锚固端板,与劲性钢柱固定连接。本发明适用于一种劲性钢筋混凝土结构中,钢筋与劲性钢柱柱连接部位,针对传统工艺梁钢筋与劲性钢柱连接采用焊接或套筒连接不牢固或焊接量大、且对钢筋加工长度要求较高等问题所提出来的钢筋安装方法。
Connecting structure of reinforcing steel bar and stiff steel column
钢筋与劲性钢柱连接构造
YU JIANWEN (Autor:in) / XU HUA (Autor:in) / ZHAO YONGQIANG (Autor:in) / WANG BAOSHENG (Autor:in)
26.01.2024
Patent
Elektronische Ressource
Chinesisch
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