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Building steel structure high-strength connection joint and optimization method
The building steel structure high-strength connecting joint comprises a connecting column and a plurality of steel members, inner supporting columns are installed at the two ends of the connecting column and inserted into the steel members, and positioning openings are formed in the positions, close to the connecting column, of the steel members; the inner supporting column is provided with a positioning block inserted into the positioning opening, the two ends of the connecting column are each sleeved with an adjusting sleeve and a locking ring, and the adjusting sleeves are each provided with a hook inwards tensioning the steel component towards the connecting column. The connecting device is simple in structure, connection between two steel members can be rapidly completed in an inserting mode, the steel members can be tensioned inwards during inserting so as to increase firmness after installation, other tools do not need to be used, convenience and efficiency are greatly improved, and the connecting device is suitable for popularization and application. And meanwhile, internal and external supporting positioning can be provided for the connecting joint through the internal supporting column and the external adjusting sleeve, so that the connecting joint is optimized.
本发明公开了一种建筑钢结构高强度连接节点及优化方法,包括连接柱和多根钢构件,所述连接柱的两端均安装有内支撑柱,内支撑柱均插入钢构件的内部,钢构件靠近连接柱处均设有定位口,内支撑柱上安装有与定位口插接设置的定位块,连接柱的两端均套设有调节套和锁紧环,且调节套上均安装有向内将钢构件朝向连接柱拉紧的挂钩。本发明结构简单,通过插接的方式能快速的完成两根钢构件之间的连接,且在插接的同时能向内拉紧钢构件,以增加安装后的牢固性,并且无需使用到其它的工具,大大的增加了便捷性及效率,同时通过内部的内支撑柱及外部的调节套能为连接节点提供内外支撑定位,以对连接节点进行优化。
Building steel structure high-strength connection joint and optimization method
The building steel structure high-strength connecting joint comprises a connecting column and a plurality of steel members, inner supporting columns are installed at the two ends of the connecting column and inserted into the steel members, and positioning openings are formed in the positions, close to the connecting column, of the steel members; the inner supporting column is provided with a positioning block inserted into the positioning opening, the two ends of the connecting column are each sleeved with an adjusting sleeve and a locking ring, and the adjusting sleeves are each provided with a hook inwards tensioning the steel component towards the connecting column. The connecting device is simple in structure, connection between two steel members can be rapidly completed in an inserting mode, the steel members can be tensioned inwards during inserting so as to increase firmness after installation, other tools do not need to be used, convenience and efficiency are greatly improved, and the connecting device is suitable for popularization and application. And meanwhile, internal and external supporting positioning can be provided for the connecting joint through the internal supporting column and the external adjusting sleeve, so that the connecting joint is optimized.
本发明公开了一种建筑钢结构高强度连接节点及优化方法,包括连接柱和多根钢构件,所述连接柱的两端均安装有内支撑柱,内支撑柱均插入钢构件的内部,钢构件靠近连接柱处均设有定位口,内支撑柱上安装有与定位口插接设置的定位块,连接柱的两端均套设有调节套和锁紧环,且调节套上均安装有向内将钢构件朝向连接柱拉紧的挂钩。本发明结构简单,通过插接的方式能快速的完成两根钢构件之间的连接,且在插接的同时能向内拉紧钢构件,以增加安装后的牢固性,并且无需使用到其它的工具,大大的增加了便捷性及效率,同时通过内部的内支撑柱及外部的调节套能为连接节点提供内外支撑定位,以对连接节点进行优化。
Building steel structure high-strength connection joint and optimization method
一种建筑钢结构高强度连接节点及优化方法
LI SIWEI (author) / LI DIAN (author) / LI MEILING (author) / LI GUIYONG (author) / HU TAOTAO (author)
2024-08-27
Patent
Electronic Resource
Chinese
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