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Steel pipe high-strength concrete column joint for beam-column connection and manufacturing method of steel pipe high-strength concrete column joint
The invention discloses a steel pipe high-strength concrete column joint for beam-column connection and a manufacturing method thereof, and relates to the technical field of connecting devices.The steel pipe high-strength concrete column joint comprises a joint column body, butt joint nozzles are fixed to the upper end and the lower end of the joint column body, and inner reinforcing steel bars are fixed to the upper end and the lower end of the joint column body; the steel pipe high-strength concrete column joint further comprises a reinforcing positioning seat, a butt joint opening is formed in the center of the reinforcing positioning seat in a penetrating mode, the reinforcing positioning seat is provided with a steel bar inserting opening, and an inserting block is installed in the reinforcing positioning seat. The reinforcing positioning seat is fixed in the steel pipe column body, when the butt joint mouth is assembled in the butt joint opening, the inner reinforcing steel bar is assembled in the steel bar inserting opening at the same time, and at the moment, the inserting block abuts against the interior of the inserting groove under pushing of the clamping jaw, so that clamping connection of the joint column body is achieved, and the bending resistance of the connecting position between the joint column body and the steel pipe column body is further strengthened; therefore, the stability and the reliability after installation are ensured.
本发明公开了一种用于梁柱连接的钢管高强混凝土柱节点及其制造方法,涉及连接装置类技术领域,该钢管高强混凝土柱节点包括节点柱身,节点柱身的上下端均固定有对接嘴,节点柱身的上下端均固定有内加强钢筋,每处内加强钢筋均开设有插槽,该钢管高强混凝土柱节点还包括加强定位座,加强定位座的中心处贯穿开设有对接口,加强定位座开设有钢筋插口,加强定位座内安装有插块。本发明将加强定位座固定于钢管柱身内,当对接嘴装配于对接口内时,内加强钢筋也同时装配于钢筋插口内,此时插块在卡爪的推动下抵触于插槽内,从而实现节点柱身的卡接,进一步强化节点柱身与钢管柱身之间连接处的抗弯能力,以此保证其安装后的稳定性及可靠性。
Steel pipe high-strength concrete column joint for beam-column connection and manufacturing method of steel pipe high-strength concrete column joint
The invention discloses a steel pipe high-strength concrete column joint for beam-column connection and a manufacturing method thereof, and relates to the technical field of connecting devices.The steel pipe high-strength concrete column joint comprises a joint column body, butt joint nozzles are fixed to the upper end and the lower end of the joint column body, and inner reinforcing steel bars are fixed to the upper end and the lower end of the joint column body; the steel pipe high-strength concrete column joint further comprises a reinforcing positioning seat, a butt joint opening is formed in the center of the reinforcing positioning seat in a penetrating mode, the reinforcing positioning seat is provided with a steel bar inserting opening, and an inserting block is installed in the reinforcing positioning seat. The reinforcing positioning seat is fixed in the steel pipe column body, when the butt joint mouth is assembled in the butt joint opening, the inner reinforcing steel bar is assembled in the steel bar inserting opening at the same time, and at the moment, the inserting block abuts against the interior of the inserting groove under pushing of the clamping jaw, so that clamping connection of the joint column body is achieved, and the bending resistance of the connecting position between the joint column body and the steel pipe column body is further strengthened; therefore, the stability and the reliability after installation are ensured.
本发明公开了一种用于梁柱连接的钢管高强混凝土柱节点及其制造方法,涉及连接装置类技术领域,该钢管高强混凝土柱节点包括节点柱身,节点柱身的上下端均固定有对接嘴,节点柱身的上下端均固定有内加强钢筋,每处内加强钢筋均开设有插槽,该钢管高强混凝土柱节点还包括加强定位座,加强定位座的中心处贯穿开设有对接口,加强定位座开设有钢筋插口,加强定位座内安装有插块。本发明将加强定位座固定于钢管柱身内,当对接嘴装配于对接口内时,内加强钢筋也同时装配于钢筋插口内,此时插块在卡爪的推动下抵触于插槽内,从而实现节点柱身的卡接,进一步强化节点柱身与钢管柱身之间连接处的抗弯能力,以此保证其安装后的稳定性及可靠性。
Steel pipe high-strength concrete column joint for beam-column connection and manufacturing method of steel pipe high-strength concrete column joint
一种用于梁柱连接的钢管高强混凝土柱节点及其制造方法
HAN YUBAO (Autor:in) / ZUO LIANQIANG (Autor:in) / DONG CHUANLE (Autor:in) / LI XINCHAO (Autor:in) / SI JIACAI (Autor:in) / LI ZHUANG (Autor:in) / FENG HUA (Autor:in) / MA YEFENG (Autor:in) / CHEN SHU (Autor:in) / WANG YAO (Autor:in)
23.08.2024
Patent
Elektronische Ressource
Chinesisch
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