Ultra-high-steel-structured core tube structure system with supporting frame
A supporting frame and core tube technology, applied in special structures, building components, building structures, etc., can solve the problems of slow construction progress, many wet works on site, and heavy structure, and achieve less wet work on site and industrialized construction The effect of high height and light weight of the structure
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Embodiment 1
[0030] An ultra-high steel structure with a support frame core tube structure system, such as Figure 1~2 As shown, it includes a plurality of gravity columns 1, gravity beams 2 and supports 3. The gravity beams 2 are arranged on the gravity columns 1 and combined with the gravity columns 1 to form a plurality of cylindrical structures 4. The support 3 is arranged on the cylindrical On the side wall of the structure 4, the gravity column 1 is a steel column or a steel tube concrete column, the gravity beam 2 is a steel beam, and the support 3 is a steel support. The layout of the gravity column 1 is adjusted according to the building requirements, and the distribution is in the shape of a zigzag, and the core tube structure system is retracted sequentially from bottom to top, forming the core tube 5 in the low area, the core tube 6 in the middle area, and the core tube 7 in the high area. The gravity column 1 The number of partitions also decreases sequentially;
[0031] The ...
Embodiment 2
[0035] An ultra-high steel structure with a support frame core tube structure system, such as Figure 6 As shown, it includes a plurality of gravity columns 1, gravity beams 2 and supports 3. The gravity beams 2 are arranged on the gravity columns 1 and combined with the gravity columns 1 to form a plurality of cylindrical structures 4. The gravity columns 1 are steel columns or steel pipe concrete column, the gravity beam 2 is a steel beam, and the support 3 is a steel support. The layout of the gravity column 1 is adjusted according to the building requirements, and the distribution is in the shape of a nine-square grid, and the core tube structure system is retracted sequentially from bottom to top, forming the core tube 5 in the low area, the core tube 6 in the middle area, and the core tube 7 in the high area. The gravity column 1 The number of partitions also decreases sequentially;
[0036] The gravity column 1 is distributed in a nine-square grid pattern, and the cyli...
Embodiment 3
[0040] This embodiment is basically the same as Embodiment 1, the difference is that the core tube structure system of this embodiment is also connected to the external giant columns arranged outside the core tube structure system through outriggers. The outrigger includes a built-in outrigger and an outrigger. The built-in outrigger is formed by the gravity beam 2 located at the reinforcement layer or the refuge layer, and the built-in outrigger is connected to the external giant column through the outrigger.
[0041] This implementation has the advantages of light structure weight, good wind resistance and earthquake resistance, flexible building layout, fast construction speed, high degree of construction industrialization, and less wet work on site. The size of the column section is reduced, the layout of the structural building is flexible, and the structural components have little impact on the building function.
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