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A platform for research: civil engineering, architecture and urbanism
Node structure of waist truss and outrigger truss of super high-rise building
The invention discloses a waist truss and outrigger truss node structure of a super high-rise building, and belongs to the technical field of super high-rise building structures. The system mainly comprises a core tube, the core tube is provided with a first truss and a second truss, and a first node is arranged between the first truss and the second truss; an outer frame column is arranged at the outer ring position of the core tube; the outrigger truss is connected between the first node and the outer frame; the waist trusses are connected between the two adjacent groups of outer frames; a box column is arranged at the first node and connected with the first truss, the second truss and the outrigger truss. According to the joint structure of the waist truss and the outrigger truss of the super high-rise building, the connecting position of the outrigger truss and the core tube is arranged to be in a box column shape, and therefore the problems that prototype steel joint structures are complex, reinforcing steel bars are dense, and steel reinforced concrete connecting joints are crossed and collided are solved.
本申请公开了超高层建筑腰桁架及伸臂桁架节点构造，属于超高层建筑结构技术领域。主要包括核心筒，该核心筒具有第一桁架和第二桁架，第一桁架和第二桁架之间设置有第一节点；外框架，该外框柱设置在核心筒外圈位置；伸臂桁架，该伸臂桁架连接在第一节点和外框架之间；腰桁架，该腰桁架连接在相邻的两组外框架之间；第一节点处设置有箱型柱，箱型柱分别与第一桁架、第二桁架以及伸臂桁架连接。本申请的超高层建筑腰桁架及伸臂桁架节点构造，通过将伸臂桁架和核心筒连接的位置设置成箱型柱型，从而解决了原型钢节点构造复杂，钢筋密集，在型钢混凝土连接节点交叉碰撞的问题。
Node structure of waist truss and outrigger truss of super high-rise building
The invention discloses a waist truss and outrigger truss node structure of a super high-rise building, and belongs to the technical field of super high-rise building structures. The system mainly comprises a core tube, the core tube is provided with a first truss and a second truss, and a first node is arranged between the first truss and the second truss; an outer frame column is arranged at the outer ring position of the core tube; the outrigger truss is connected between the first node and the outer frame; the waist trusses are connected between the two adjacent groups of outer frames; a box column is arranged at the first node and connected with the first truss, the second truss and the outrigger truss. According to the joint structure of the waist truss and the outrigger truss of the super high-rise building, the connecting position of the outrigger truss and the core tube is arranged to be in a box column shape, and therefore the problems that prototype steel joint structures are complex, reinforcing steel bars are dense, and steel reinforced concrete connecting joints are crossed and collided are solved.
本申请公开了超高层建筑腰桁架及伸臂桁架节点构造，属于超高层建筑结构技术领域。主要包括核心筒，该核心筒具有第一桁架和第二桁架，第一桁架和第二桁架之间设置有第一节点；外框架，该外框柱设置在核心筒外圈位置；伸臂桁架，该伸臂桁架连接在第一节点和外框架之间；腰桁架，该腰桁架连接在相邻的两组外框架之间；第一节点处设置有箱型柱，箱型柱分别与第一桁架、第二桁架以及伸臂桁架连接。本申请的超高层建筑腰桁架及伸臂桁架节点构造，通过将伸臂桁架和核心筒连接的位置设置成箱型柱型，从而解决了原型钢节点构造复杂，钢筋密集，在型钢混凝土连接节点交叉碰撞的问题。
Node structure of waist truss and outrigger truss of super high-rise building
超高层建筑腰桁架及伸臂桁架节点构造
LI YINSHENG (author) / CHEN XIAOBIN (author) / KOU QI (author) / ZHANG LIANG (author) / GAO YUAN (author)
2024-12-06
Patent
Electronic Resource
Chinese
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