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Fabricated steel structure building joint and construction method thereof
The invention discloses an assembly type steel structure building joint and a construction method thereof.The assembly type steel structure building joint comprises an upper steel stand column barrel and a lower steel stand column barrel which are connected through a vertical connecting component, and the vertical connecting component is in bolted connection with a cross beam through a transverse connecting component; the cross beam is in bolted connection with the steel stand column cylinders through an upper internal corner connecting component and a lower internal corner connecting component, the vertical connecting component comprises a horizontal positioning sleeve connected with a vertical magnetostrictive mechanism, and the horizontal positioning sleeve corresponds to a horizontal assembly hole of the upper steel stand column cylinder or the lower steel stand column cylinder; the transverse connecting component comprises a vertical positioning sleeve connected with a transverse magnetostriction mechanism, the vertical positioning sleeve corresponds to the vertical assembling hole of the cross beam, and a vertical connecting bolt penetrates through the vertical assembling hole and the vertical positioning sleeve. Errors of the error prefabricated steel member can be made up, the application range is wide, and the anti-seismic property is high.
本发明公开了一种装配式钢结构建筑节点及其施工方法,所述装配式钢结构建筑节点包括通过竖向连接构件连接的上方钢立柱筒和下方钢立柱筒,竖向连接构件通过横向连接构件与横梁螺栓连接,横梁通过上阴角连接构件、下阴角连接构件与钢立柱筒螺栓连接,竖向连接构件包括竖向磁致伸缩机构连接的水平定位套筒,水平定位套筒与上方钢立柱筒或下方钢立柱筒的水平装配孔相对应,穿过水平装配孔、水平定位套筒设置有水平连接螺栓,横向连接构件包括横向磁致伸缩机构连接的竖直定位套筒,竖直定位套筒与横梁的竖直装配孔相对应,穿过竖直装配孔、竖直定位套筒设置有竖直连接螺栓。本发明可以弥补误差预制钢构件的误差,适用范围广且抗震性能强。
Fabricated steel structure building joint and construction method thereof
The invention discloses an assembly type steel structure building joint and a construction method thereof.The assembly type steel structure building joint comprises an upper steel stand column barrel and a lower steel stand column barrel which are connected through a vertical connecting component, and the vertical connecting component is in bolted connection with a cross beam through a transverse connecting component; the cross beam is in bolted connection with the steel stand column cylinders through an upper internal corner connecting component and a lower internal corner connecting component, the vertical connecting component comprises a horizontal positioning sleeve connected with a vertical magnetostrictive mechanism, and the horizontal positioning sleeve corresponds to a horizontal assembly hole of the upper steel stand column cylinder or the lower steel stand column cylinder; the transverse connecting component comprises a vertical positioning sleeve connected with a transverse magnetostriction mechanism, the vertical positioning sleeve corresponds to the vertical assembling hole of the cross beam, and a vertical connecting bolt penetrates through the vertical assembling hole and the vertical positioning sleeve. Errors of the error prefabricated steel member can be made up, the application range is wide, and the anti-seismic property is high.
本发明公开了一种装配式钢结构建筑节点及其施工方法,所述装配式钢结构建筑节点包括通过竖向连接构件连接的上方钢立柱筒和下方钢立柱筒,竖向连接构件通过横向连接构件与横梁螺栓连接,横梁通过上阴角连接构件、下阴角连接构件与钢立柱筒螺栓连接,竖向连接构件包括竖向磁致伸缩机构连接的水平定位套筒,水平定位套筒与上方钢立柱筒或下方钢立柱筒的水平装配孔相对应,穿过水平装配孔、水平定位套筒设置有水平连接螺栓,横向连接构件包括横向磁致伸缩机构连接的竖直定位套筒,竖直定位套筒与横梁的竖直装配孔相对应,穿过竖直装配孔、竖直定位套筒设置有竖直连接螺栓。本发明可以弥补误差预制钢构件的误差,适用范围广且抗震性能强。
Fabricated steel structure building joint and construction method thereof
一种装配式钢结构建筑节点及其施工方法
CHEN ZHIWEI (author) / WEN YUBO (author) / CHANG PANFEI (author) / XIE XIANGFENG (author) / LI JIYU (author) / FAN FENGLIN (author) / LIU RAN (author) / FU GUOXIN (author)
2023-11-10
Patent
Electronic Resource
Chinese
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