A platform for research: civil engineering, architecture and urbanism
Super high-rise flat cylinder structure system
The invention relates to a super high-rise flat cylinder structure system which comprises a plurality of shear walls, a plurality of connecting beams, a first frame structure and a plurality of trusses. The shear walls and the connecting beams are connected to form flat and long flat cylinders in a surrounding mode, and the two flat cylinders are oppositely arranged along the long edges of the flat cylinders. The first frame structure is arranged between the two flat cylinders and connect the two flat cylinders, and the trusses are arranged in the length direction of the flat cylinders and connected between the two flat cylinders. Based on the structure, compared with an existing single core cylinder arranged in the center of a building, the two oppositely-arranged flat cylinders can provide higher lateral stiffness and are suitable for buildings with a large length-width ratio or a large height-width ratio; and in addition, compared with an existing frame-core cylinder structure of the single core cylinder, the super high-rise flat cylinder structure system is larger in available area and more practical.
本发明涉及一种超高层扁筒结构体系,其包括剪力墙、连梁、第一框架结构以及多条桁架,剪力墙和连梁均设为多个,多片剪力墙和多根连梁连接并围成扁长型的扁筒,扁筒设为两个且二者沿其长边相对设置,第一框架结构设于两个扁筒之间并连接二者,多条桁架沿扁筒的长度方向排列并连接于两个扁筒之间。基于上述结构,两个相对设置的扁筒相对于现有的设置在建筑中心位置的单个核心筒能提供更强的抗侧刚度,适用于长宽比或高宽比较大的建筑;另外,相较于现有的单核心筒的框架‑核心筒结构,本超高层扁筒结构体系的可用面积更大,更为实用。
Super high-rise flat cylinder structure system
The invention relates to a super high-rise flat cylinder structure system which comprises a plurality of shear walls, a plurality of connecting beams, a first frame structure and a plurality of trusses. The shear walls and the connecting beams are connected to form flat and long flat cylinders in a surrounding mode, and the two flat cylinders are oppositely arranged along the long edges of the flat cylinders. The first frame structure is arranged between the two flat cylinders and connect the two flat cylinders, and the trusses are arranged in the length direction of the flat cylinders and connected between the two flat cylinders. Based on the structure, compared with an existing single core cylinder arranged in the center of a building, the two oppositely-arranged flat cylinders can provide higher lateral stiffness and are suitable for buildings with a large length-width ratio or a large height-width ratio; and in addition, compared with an existing frame-core cylinder structure of the single core cylinder, the super high-rise flat cylinder structure system is larger in available area and more practical.
本发明涉及一种超高层扁筒结构体系,其包括剪力墙、连梁、第一框架结构以及多条桁架,剪力墙和连梁均设为多个,多片剪力墙和多根连梁连接并围成扁长型的扁筒,扁筒设为两个且二者沿其长边相对设置,第一框架结构设于两个扁筒之间并连接二者,多条桁架沿扁筒的长度方向排列并连接于两个扁筒之间。基于上述结构,两个相对设置的扁筒相对于现有的设置在建筑中心位置的单个核心筒能提供更强的抗侧刚度,适用于长宽比或高宽比较大的建筑;另外,相较于现有的单核心筒的框架‑核心筒结构,本超高层扁筒结构体系的可用面积更大,更为实用。
Super high-rise flat cylinder structure system
一种超高层扁筒结构体系
LI SHENGYONG (author) / XU LIN (author) / PENG LINHAI (author) / ZHOU DING (author)
2021-01-29
Patent
Electronic Resource
Chinese
Overall deviation prediction method for super high-rise eccentric cylinder
European Patent Office | 2023
|European Patent Office | 2024
|