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The invention relates to a concrete thin shell building. The concrete thin shell building comprises a supporting structure, a thin shell structure, and a buffer limit structure, wherein the thin shellstructure includes a prestressed beam and a shell arranged on the prestressed beam, and the end of the prestressed beam is connected on the top edge of the supporting structure in a lapped mode; thebuffer limit structure comprises a plurality of isolation supporting seat bodies, the isolation supporting seat bodies are distributed between the prestressed beam and the supporting structure, and the isolation supporting seat bodies are separately connected with the prestressed beam and the supporting structure. The bad influence on the structure due to heavy self-weight of a long span concretethin shell structure can be greatly reduced. The concrete thin shell building mixes a high isolation supporting seat with a thin shell structure system, a large space thin shell can be designed on a large building structure, the advantages of the large shape of the thin shell structure is fully played to form the building with a unique and novel shape, and the building can adapt to various planes;and the large area concrete thin shell structure can transfer load downward and form a large area of enclosure in space so as to combine the load-bearing and enclosure functions into one, and the advantages of the concrete thin shell structure are maximized.
本发明涉及一种混凝土薄壳建筑,包括:支撑结构;薄壳结构,包括预应力梁和设于预应力梁上的壳体,预应力梁的端部搭接于支撑结构的顶部边缘;缓冲限位结构,包括多个隔震支座体,分布设置于预应力梁与支撑结构之间,且隔震支座体分别与预应力梁和支撑结构相连接。可以大幅度降低大跨混凝土薄壳结构由于自重过大对结构产生的恶劣影响。本实施例将高位隔震支座与薄壳结构体系混合应用,可以在大型建筑结构上设计大尺寸的空间薄壳,充分发挥薄壳结构体形大的优势形成造型奇特新颖且适应各种平面的建筑;大面积的混凝土薄壳结构能向下传递载荷,且在空间上形成大范围围护,从而将承重与围护的功能合二为一,将混凝土薄壳结构的优势发挥到最大。
The invention relates to a concrete thin shell building. The concrete thin shell building comprises a supporting structure, a thin shell structure, and a buffer limit structure, wherein the thin shellstructure includes a prestressed beam and a shell arranged on the prestressed beam, and the end of the prestressed beam is connected on the top edge of the supporting structure in a lapped mode; thebuffer limit structure comprises a plurality of isolation supporting seat bodies, the isolation supporting seat bodies are distributed between the prestressed beam and the supporting structure, and the isolation supporting seat bodies are separately connected with the prestressed beam and the supporting structure. The bad influence on the structure due to heavy self-weight of a long span concretethin shell structure can be greatly reduced. The concrete thin shell building mixes a high isolation supporting seat with a thin shell structure system, a large space thin shell can be designed on a large building structure, the advantages of the large shape of the thin shell structure is fully played to form the building with a unique and novel shape, and the building can adapt to various planes;and the large area concrete thin shell structure can transfer load downward and form a large area of enclosure in space so as to combine the load-bearing and enclosure functions into one, and the advantages of the concrete thin shell structure are maximized.
本发明涉及一种混凝土薄壳建筑,包括:支撑结构;薄壳结构,包括预应力梁和设于预应力梁上的壳体,预应力梁的端部搭接于支撑结构的顶部边缘;缓冲限位结构,包括多个隔震支座体,分布设置于预应力梁与支撑结构之间,且隔震支座体分别与预应力梁和支撑结构相连接。可以大幅度降低大跨混凝土薄壳结构由于自重过大对结构产生的恶劣影响。本实施例将高位隔震支座与薄壳结构体系混合应用,可以在大型建筑结构上设计大尺寸的空间薄壳,充分发挥薄壳结构体形大的优势形成造型奇特新颖且适应各种平面的建筑;大面积的混凝土薄壳结构能向下传递载荷,且在空间上形成大范围围护,从而将承重与围护的功能合二为一,将混凝土薄壳结构的优势发挥到最大。
Concrete thin shell building
混凝土薄壳建筑
14.07.2020
Patent
Elektronische Ressource
Chinesisch
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