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Anti-seismic steel structure
The invention relates to the field of buildings, and particularly discloses an anti-seismic steel structure. The anti-seismic steel structure comprises a plurality of steel plates and a plurality of connecting units, wherein each connecting unit comprises a first connecting rod and a plurality of springs, first threaded parts are arranged at the two ends of each first connecting rod, first mounting holes allowing the ends of the first connecting rods to penetrate through are formed in the steel plates, and the first mounting holes are in threaded connection with the first threaded parts; annular first grooves are formed in the two ends of each first connecting rod, the first grooves and each first connecting rod are coaxially arranged, a plurality of springs are vertically and fixedly arranged at the first grooves, the springs can abut against the inner walls of the first mounting holes, and the axes of the springs are parallel to the axes of the first mounting holes; and the two firstgrooves are located between the two first threaded parts. According to the scheme, when the steel plates generate displacement in the horizontal direction under the action of strong shock, the springs located in the first mounting holes and the first grooves are extruded in the radial direction, the springs can buffer the swing force, and then the anti-seismic wall surface has a good anti-seismiceffect.
本发明涉及建筑领域,具体公开了一种抗震钢结构,包括若干钢板和若干连接单元,连接单元包括第一连接杆和若干弹簧,第一连接杆的两端上设有第一螺纹部,钢板上设有供第一连接杆的端部穿过的第一安装孔,且第一安装孔与第一螺纹部螺纹连接;第一连接杆的两端上均设有环状的第一凹槽,第一凹槽与第一连接杆同轴设置,若干弹簧竖直固定设置在第一凹槽处,弹簧可与第一安装孔的内壁相抵,弹簧的轴线与第一安装孔的轴线平行;两个第一凹槽位于两个第一螺纹部之间。本方案中,当钢板受到强震作用产生水平方向上的位移时,位于第一安装孔和第一凹槽内的弹簧受到径向的挤压,弹簧能对该摆动力进行缓冲,进而让抗震墙面具有良好的抗震效果。
Anti-seismic steel structure
The invention relates to the field of buildings, and particularly discloses an anti-seismic steel structure. The anti-seismic steel structure comprises a plurality of steel plates and a plurality of connecting units, wherein each connecting unit comprises a first connecting rod and a plurality of springs, first threaded parts are arranged at the two ends of each first connecting rod, first mounting holes allowing the ends of the first connecting rods to penetrate through are formed in the steel plates, and the first mounting holes are in threaded connection with the first threaded parts; annular first grooves are formed in the two ends of each first connecting rod, the first grooves and each first connecting rod are coaxially arranged, a plurality of springs are vertically and fixedly arranged at the first grooves, the springs can abut against the inner walls of the first mounting holes, and the axes of the springs are parallel to the axes of the first mounting holes; and the two firstgrooves are located between the two first threaded parts. According to the scheme, when the steel plates generate displacement in the horizontal direction under the action of strong shock, the springs located in the first mounting holes and the first grooves are extruded in the radial direction, the springs can buffer the swing force, and then the anti-seismic wall surface has a good anti-seismiceffect.
本发明涉及建筑领域,具体公开了一种抗震钢结构,包括若干钢板和若干连接单元,连接单元包括第一连接杆和若干弹簧,第一连接杆的两端上设有第一螺纹部,钢板上设有供第一连接杆的端部穿过的第一安装孔,且第一安装孔与第一螺纹部螺纹连接;第一连接杆的两端上均设有环状的第一凹槽,第一凹槽与第一连接杆同轴设置,若干弹簧竖直固定设置在第一凹槽处,弹簧可与第一安装孔的内壁相抵,弹簧的轴线与第一安装孔的轴线平行;两个第一凹槽位于两个第一螺纹部之间。本方案中,当钢板受到强震作用产生水平方向上的位移时,位于第一安装孔和第一凹槽内的弹簧受到径向的挤压,弹簧能对该摆动力进行缓冲,进而让抗震墙面具有良好的抗震效果。
Anti-seismic steel structure
一种抗震钢结构
DU LEIMING (author) / XIAO HUA (author) / ZHAO YUANJING (author) / WU JING (author) / LI WEIWEN (author) / SONG XIAYUN (author) / ZHANG JIE (author) / LI HUI (author)
2020-10-27
Patent
Electronic Resource
Chinese