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The invention relates to an anti-seismic energy-dissipation connection node structure of a fabricated composite wallboard and a steel beam. The anti-seismic energy-dissipation connection node structure comprises the steel beam, wherein one end of the steel beam is embedded in the wallboard, a sliding plate is slidably connected to the interior of an embedded part in the wallboard, a plurality of first springs are fixedly connected to the side, close to the sliding plate, of the embedded part, an annular groove is formed in the side, away from the first springs, of the sliding plate, the end, close to the sliding plate, of the steel beam is fixedly connected with an annular block which extends into the annular groove, a second helical rack is arranged at one end of the steel beam, one end of the wallboard slidably penetrates through the embedded part and the sliding plate, two sets of symmetrical clamping assemblies which are used for clamping the steel beam are arranged in the embedded part, a connecting assembly which is used for connecting a first sliding rod with the steel beam is arranged in the first sliding rod, and a supporting assembly which is used for supporting the steel beam is arranged in the steel beam. The problems of complex mounting and dismounting process, instability in connection, insufficient damping and energy dissipation and poor using effect when the wallboard and the steel beam are directly connected through bolts or are connected in an electric welding mode in the prior art are solved.
本发明涉及一种装配式复合墙板与钢梁的抗震耗能连接节点结构,包括一端嵌装在墙板内的钢梁,墙板内预埋件中滑动连接有滑动板,预埋件靠近滑动板的一侧固定连接有多个第一弹簧,滑动板远离第一弹簧的一侧设有环形槽,钢梁靠近滑动板的一端固定连接有延伸至环形槽内的环形块,钢梁一端设有第二斜齿条,墙板一端滑动贯穿预埋件和滑动板,预埋件内设有两组相对称的用于对钢梁进行夹持的夹持组件,第一滑动杆内设有用于使第一滑动杆和钢梁进行连接的连接组件,钢梁内设有用于对钢梁进行支撑的支撑组件;解决目前采用螺栓直接连接或电焊接方式连接墙板与钢梁,存在安装、拆卸过程繁琐,连接不稳定,减震耗能性不足,使用效果不佳的问题。
The invention relates to an anti-seismic energy-dissipation connection node structure of a fabricated composite wallboard and a steel beam. The anti-seismic energy-dissipation connection node structure comprises the steel beam, wherein one end of the steel beam is embedded in the wallboard, a sliding plate is slidably connected to the interior of an embedded part in the wallboard, a plurality of first springs are fixedly connected to the side, close to the sliding plate, of the embedded part, an annular groove is formed in the side, away from the first springs, of the sliding plate, the end, close to the sliding plate, of the steel beam is fixedly connected with an annular block which extends into the annular groove, a second helical rack is arranged at one end of the steel beam, one end of the wallboard slidably penetrates through the embedded part and the sliding plate, two sets of symmetrical clamping assemblies which are used for clamping the steel beam are arranged in the embedded part, a connecting assembly which is used for connecting a first sliding rod with the steel beam is arranged in the first sliding rod, and a supporting assembly which is used for supporting the steel beam is arranged in the steel beam. The problems of complex mounting and dismounting process, instability in connection, insufficient damping and energy dissipation and poor using effect when the wallboard and the steel beam are directly connected through bolts or are connected in an electric welding mode in the prior art are solved.
本发明涉及一种装配式复合墙板与钢梁的抗震耗能连接节点结构,包括一端嵌装在墙板内的钢梁,墙板内预埋件中滑动连接有滑动板,预埋件靠近滑动板的一侧固定连接有多个第一弹簧,滑动板远离第一弹簧的一侧设有环形槽,钢梁靠近滑动板的一端固定连接有延伸至环形槽内的环形块,钢梁一端设有第二斜齿条,墙板一端滑动贯穿预埋件和滑动板,预埋件内设有两组相对称的用于对钢梁进行夹持的夹持组件,第一滑动杆内设有用于使第一滑动杆和钢梁进行连接的连接组件,钢梁内设有用于对钢梁进行支撑的支撑组件;解决目前采用螺栓直接连接或电焊接方式连接墙板与钢梁,存在安装、拆卸过程繁琐,连接不稳定,减震耗能性不足,使用效果不佳的问题。
Anti-seismic energy-dissipation connection node structure of fabricated composite wallboard and steel beam
一种装配式复合墙板与钢梁的抗震耗能连接节点结构
LI QIULAN (author)
2021-11-23
Patent
Electronic Resource
Chinese
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