A platform for research: civil engineering, architecture and urbanism
Mechanism for reducing horizontal wind load of high-rise building
The invention relates to a mechanism for reducing the horizontal wind load of a high-rise building, and belongs to the field of buildings. The mechanism for reducing the horizontal wind load of the high-rise building comprises a wind guide curtain wall and a steel armature, wherein the wind guide curtain wall is in an arc surface shape and installed on the periphery of the high-rise building, the wind guide curtain wall is combined into a circular closed structure on each layer of the high-rise building, reinforced concrete embedded parts are fixed on an outer wall body of the high-rise building, one end of the steel armature is fixedly connected with the reinforced concrete embedded parts, and the other end of the steel armature is connected with the wind guide curtain wall through fixing parts. The huge high-altitude wind load, including the typhoon horizontal acting force with the extremely super high wind power level, borne by the high-rise building can be greatly reduced, the top whipping effect of the high-rise building can be greatly weakened, and therefore the structural safety of the high-rise building is more reliably guaranteed.
本发明涉及一种降低高层建筑水平风荷载的机构,属于建筑领域,所述降低高层建筑水平风荷载的机构包括导风幕墙和钢衔架,所述的导风幕墙呈圆弧面形,所述导风幕墙安装在高层建筑的外围,所述导风幕墙在高层建筑的每一层组合成圆形的封闭结构,高层建筑的外墙体上固定钢筋混凝土预埋件,所述钢衔架的一端与所述钢筋混凝土预埋件固定连接,所述钢衔架的另一端与所述导风幕墙通过固定件连接。可以使高层建筑所承受的巨大高空风荷载包括风力级别特别大的台风水平作用力大大降低,可以使高层建筑的顶部“鞭梢效应”大大减弱,从而使高层建筑的结构安全有了更加可靠的保障。
Mechanism for reducing horizontal wind load of high-rise building
The invention relates to a mechanism for reducing the horizontal wind load of a high-rise building, and belongs to the field of buildings. The mechanism for reducing the horizontal wind load of the high-rise building comprises a wind guide curtain wall and a steel armature, wherein the wind guide curtain wall is in an arc surface shape and installed on the periphery of the high-rise building, the wind guide curtain wall is combined into a circular closed structure on each layer of the high-rise building, reinforced concrete embedded parts are fixed on an outer wall body of the high-rise building, one end of the steel armature is fixedly connected with the reinforced concrete embedded parts, and the other end of the steel armature is connected with the wind guide curtain wall through fixing parts. The huge high-altitude wind load, including the typhoon horizontal acting force with the extremely super high wind power level, borne by the high-rise building can be greatly reduced, the top whipping effect of the high-rise building can be greatly weakened, and therefore the structural safety of the high-rise building is more reliably guaranteed.
本发明涉及一种降低高层建筑水平风荷载的机构,属于建筑领域,所述降低高层建筑水平风荷载的机构包括导风幕墙和钢衔架,所述的导风幕墙呈圆弧面形,所述导风幕墙安装在高层建筑的外围,所述导风幕墙在高层建筑的每一层组合成圆形的封闭结构,高层建筑的外墙体上固定钢筋混凝土预埋件,所述钢衔架的一端与所述钢筋混凝土预埋件固定连接,所述钢衔架的另一端与所述导风幕墙通过固定件连接。可以使高层建筑所承受的巨大高空风荷载包括风力级别特别大的台风水平作用力大大降低,可以使高层建筑的顶部“鞭梢效应”大大减弱,从而使高层建筑的结构安全有了更加可靠的保障。
Mechanism for reducing horizontal wind load of high-rise building
一种降低高层建筑水平风荷载的机构
ZHANG CHUNHAI (author)
2021-06-18
Patent
Electronic Resource
Chinese
Reliability Analysis of High Rise Building Considering Wind Load Uncertainty
BASE | 2018
|Reliability Analysis of High Rise Building Considering Wind Load Uncertainty
BASE | 2018
|Wind power reducing device for bricklaying of super high-rise building
European Patent Office | 2022
|European Patent Office | 2022
|Method for determining load deformation of high-rise building due to wind
European Patent Office | 2015
|