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Frame shear wall vertical matrix type gravity energy storage special structure
The invention discloses a frame shear wall vertical matrix type gravity energy storage special structure which comprises vertically-arranged frame columns, the frame columns are arranged in a rectangular mode along the horizontal plane and are evenly distributed, shear walls are arranged between the frame columns on the outermost side in the vertical direction in a segmented mode, frame beams are horizontally arranged between the adjacent frame columns, and the frame beams are connected with the shear walls in a segmented mode. The frame beams and the frame columns are arranged in a staggered mode to form a rectangular grid shape, and floor slabs are horizontally laid on the frame beams. The reinforced concrete frame shear wall structure is adopted, the sectional type shear wall is arranged on the outermost ring, the advantage that the shear wall bears horizontal shear force is exerted, the shear wall bears huge earthquake loads, deformation is controlled, the frame columns bear vertical loads, the requirement of specifications for bearing capacity is met, the requirement of process specialty for deformation is met, and safety and reliability are achieved; and the structure system is economical and applicable.
本发明公开了一种框架剪力墙垂直矩阵式重力储能专用结构,包括竖直设立的框架柱,所述框架柱沿水平面呈矩形排列并均匀分布,最外侧所述框架柱之间沿竖直方向分段布置有剪力墙,相邻的所述框架柱之间水平设置有框架梁,所述框架梁与框架柱交错排布呈矩形网格状,所述框架梁上水平铺设有楼板。本发明采用钢筋混凝土框架剪力墙结构,在最外圈布置分段式剪力墙,发挥剪力墙承受水平剪力的优势,让剪力墙承受巨大地震荷载,控制变形,让框架柱承担竖向荷载,满足规范对承载力的要求,满足工艺专业对变形的要求,是安全可靠,经济适用的结构体系。
Frame shear wall vertical matrix type gravity energy storage special structure
The invention discloses a frame shear wall vertical matrix type gravity energy storage special structure which comprises vertically-arranged frame columns, the frame columns are arranged in a rectangular mode along the horizontal plane and are evenly distributed, shear walls are arranged between the frame columns on the outermost side in the vertical direction in a segmented mode, frame beams are horizontally arranged between the adjacent frame columns, and the frame beams are connected with the shear walls in a segmented mode. The frame beams and the frame columns are arranged in a staggered mode to form a rectangular grid shape, and floor slabs are horizontally laid on the frame beams. The reinforced concrete frame shear wall structure is adopted, the sectional type shear wall is arranged on the outermost ring, the advantage that the shear wall bears horizontal shear force is exerted, the shear wall bears huge earthquake loads, deformation is controlled, the frame columns bear vertical loads, the requirement of specifications for bearing capacity is met, the requirement of process specialty for deformation is met, and safety and reliability are achieved; and the structure system is economical and applicable.
本发明公开了一种框架剪力墙垂直矩阵式重力储能专用结构,包括竖直设立的框架柱,所述框架柱沿水平面呈矩形排列并均匀分布,最外侧所述框架柱之间沿竖直方向分段布置有剪力墙,相邻的所述框架柱之间水平设置有框架梁,所述框架梁与框架柱交错排布呈矩形网格状,所述框架梁上水平铺设有楼板。本发明采用钢筋混凝土框架剪力墙结构,在最外圈布置分段式剪力墙,发挥剪力墙承受水平剪力的优势,让剪力墙承受巨大地震荷载,控制变形,让框架柱承担竖向荷载,满足规范对承载力的要求,满足工艺专业对变形的要求,是安全可靠,经济适用的结构体系。
Frame shear wall vertical matrix type gravity energy storage special structure
一种框架剪力墙垂直矩阵式重力储能专用结构
ZENG RONG (author) / YAN YANLEI (author)
2024-08-06
Patent
Electronic Resource
Chinese
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