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Steel reinforced concrete structure connecting joint and construction method
The invention relates to a steel reinforced concrete structure connection node and a construction method, the steel reinforced concrete structure connection node comprises a first steel reinforced concrete column and a second steel reinforced concrete column, and a reinforced concrete beam is arranged between the first steel reinforced concrete column and the second steel reinforced concrete column. The first anchoring sleeve is fixed to an inner profile of the first steel reinforced concrete column, the inner diameter of the first anchoring sleeve is larger than the outer diameter of the longitudinal bar, the wall of the first anchoring sleeve is in threaded connection with at least one fastener, the fastener fixes the end of the longitudinal bar in the first anchoring sleeve in a press fit mode, and the other end of the longitudinal bar is in threaded connection with the second anchoring sleeve. According to the connecting joint, on-site welding operation does not exist, the construction period is short, the requirement for machining and on-site installation precision of the sectional materials is lowered, and construction is convenient.
本发明涉及一种型钢混凝土结构连接节点及施工方法，包括第一型钢混凝土柱和第二型钢混凝土柱，第一型钢混凝土柱和第二型钢混凝土柱之间设有钢筋混凝土梁，其特征在于，钢筋混凝土梁内部的纵筋一端插入第一锚固套筒中，第一锚固套筒固定在第一型钢混凝土柱的内部型材，第一锚固套筒的内径大于纵筋的外径，第一锚固套筒筒壁螺纹连接有至少一个紧固件，紧固件将纵筋端部在第一锚固套筒内压合固定，纵筋的另一端与第二锚固套筒螺纹连接，第二锚固套筒固定在第二型钢混凝土柱内部型材，本发明的连接节点没有现场焊接作业，施工周期短，降低了对型材的加工和现场安装精度要求，方便施工。
Steel reinforced concrete structure connecting joint and construction method
The invention relates to a steel reinforced concrete structure connection node and a construction method, the steel reinforced concrete structure connection node comprises a first steel reinforced concrete column and a second steel reinforced concrete column, and a reinforced concrete beam is arranged between the first steel reinforced concrete column and the second steel reinforced concrete column. The first anchoring sleeve is fixed to an inner profile of the first steel reinforced concrete column, the inner diameter of the first anchoring sleeve is larger than the outer diameter of the longitudinal bar, the wall of the first anchoring sleeve is in threaded connection with at least one fastener, the fastener fixes the end of the longitudinal bar in the first anchoring sleeve in a press fit mode, and the other end of the longitudinal bar is in threaded connection with the second anchoring sleeve. According to the connecting joint, on-site welding operation does not exist, the construction period is short, the requirement for machining and on-site installation precision of the sectional materials is lowered, and construction is convenient.
本发明涉及一种型钢混凝土结构连接节点及施工方法，包括第一型钢混凝土柱和第二型钢混凝土柱，第一型钢混凝土柱和第二型钢混凝土柱之间设有钢筋混凝土梁，其特征在于，钢筋混凝土梁内部的纵筋一端插入第一锚固套筒中，第一锚固套筒固定在第一型钢混凝土柱的内部型材，第一锚固套筒的内径大于纵筋的外径，第一锚固套筒筒壁螺纹连接有至少一个紧固件，紧固件将纵筋端部在第一锚固套筒内压合固定，纵筋的另一端与第二锚固套筒螺纹连接，第二锚固套筒固定在第二型钢混凝土柱内部型材，本发明的连接节点没有现场焊接作业，施工周期短，降低了对型材的加工和现场安装精度要求，方便施工。
Steel reinforced concrete structure connecting joint and construction method
一种型钢混凝土结构连接节点及施工方法
ZHENG YONGFENG (author) / LIU XIUBIN (author) / CUI GUANKE (author) / SUN FUSHUANG (author) / DING XIN (author)
2023-08-11
Patent
Electronic Resource
Chinese
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