A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
The invention relates to the technical field of damping, in particular to a high-rise steel structure damping device and a using method thereof.The damping device comprises an upper connecting plate, a lower connecting plate and a plurality of webs, the webs are installed between the upper connecting plate and the lower connecting plate, and limiting pieces are installed on the sides, located on the webs, of the upper surface of the lower connecting plate; mild steel damping fins are inserted into the limiting pieces, the top faces of the mild steel damping fins do not make contact with the bottom face of the upper connecting plate, a plurality of grooves are formed in the bottom face of the lower connecting plate, and magnets are installed in the grooves. The steel structure is simple in structure, one side of the web plate is provided with the soft steel damping fin, the soft steel damping fin does not make contact with the upper connecting plate and the web plate, once the web plate exceeds the bearing capacity, the upper connecting plate can press downwards and act on the soft steel damping fin, the web plate is replaced with the soft steel damping fin, the safety of the steel structure is guaranteed, the soft steel damping fin is convenient to mount and dismount, and the service life of the steel structure is prolonged. And welding is not needed.
本发明涉及减震技术领域，具体涉及一种高层钢结构减震装置及其使用方法，该减震装置包括上连接板、下连接板和多块腹板，所述腹板均安装于上连接板和下连接板之间，下连接板的上表面位于腹板的一侧均安装有限位件，限位件中均插入有软钢阻尼片，软钢阻尼片的顶面均与上连接板的底面不接触，下连接板的底面上设有多个凹槽，凹槽中均安装有磁铁。本发明结构简单，腹板的一侧设有软钢阻尼片，且该软钢阻尼片不与上连接板和腹板接触，一旦腹板超出承重后，上连接板会下压并作用在软钢阻尼片上，通过软钢阻尼片替换腹板，保证钢结构的安全性，且软钢阻尼片的安装和拆卸便捷，无需进行焊接。
The invention relates to the technical field of damping, in particular to a high-rise steel structure damping device and a using method thereof.The damping device comprises an upper connecting plate, a lower connecting plate and a plurality of webs, the webs are installed between the upper connecting plate and the lower connecting plate, and limiting pieces are installed on the sides, located on the webs, of the upper surface of the lower connecting plate; mild steel damping fins are inserted into the limiting pieces, the top faces of the mild steel damping fins do not make contact with the bottom face of the upper connecting plate, a plurality of grooves are formed in the bottom face of the lower connecting plate, and magnets are installed in the grooves. The steel structure is simple in structure, one side of the web plate is provided with the soft steel damping fin, the soft steel damping fin does not make contact with the upper connecting plate and the web plate, once the web plate exceeds the bearing capacity, the upper connecting plate can press downwards and act on the soft steel damping fin, the web plate is replaced with the soft steel damping fin, the safety of the steel structure is guaranteed, the soft steel damping fin is convenient to mount and dismount, and the service life of the steel structure is prolonged. And welding is not needed.
本发明涉及减震技术领域，具体涉及一种高层钢结构减震装置及其使用方法，该减震装置包括上连接板、下连接板和多块腹板，所述腹板均安装于上连接板和下连接板之间，下连接板的上表面位于腹板的一侧均安装有限位件，限位件中均插入有软钢阻尼片，软钢阻尼片的顶面均与上连接板的底面不接触，下连接板的底面上设有多个凹槽，凹槽中均安装有磁铁。本发明结构简单，腹板的一侧设有软钢阻尼片，且该软钢阻尼片不与上连接板和腹板接触，一旦腹板超出承重后，上连接板会下压并作用在软钢阻尼片上，通过软钢阻尼片替换腹板，保证钢结构的安全性，且软钢阻尼片的安装和拆卸便捷，无需进行焊接。
High-rise steel structure damping device and using method thereof
一种高层钢结构减震装置及其使用方法
2023-01-13
Patent
Electronic Resource
Chinese
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