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Super high-rise building structure system
The invention discloses a super high-rise building structure system, namely a reinforced concrete core tube shear wall ring beam flat plate super high-rise building structure system, relates to the field of building structure engineering design, does not need to be provided with an extending arm of a steel reinforced concrete structure, and can reduce the construction difficulty and the construction cost of a super high-rise building. The super high-rise building structure system comprises a core tube, an outer ring frame and a connecting structure. The outer ring frame is located on the periphery of the core tube and comprises a plurality of huge columns, each connecting structure comprises an overhanging shear wall, the core tube is connected with one ends of the connecting structures, the other ends of the connecting structures are connected with the huge columns in a one-to-one correspondence mode, and the overhanging shear walls are of reinforced concrete structures. The super high-rise building structure system is used for main body construction of the super high-rise building.
本发明公开了一种超高层建筑结构体系,即钢筋混凝土核心筒剪力墙环梁平板超高层建筑结构体系,涉及建筑结构工程设计领域,无需设置型钢混凝土结构的伸臂,能够降低超高层建筑施工难度以及建筑成本。该超高层建筑结构体系包括核心筒、外圈框架以及连接结构;其中,外圈框架位于核心筒的四周,包括多个巨柱,而连接结构为多组,每组连接结构均包括外伸剪力墙,核心筒与多组连接结构的一端连接,且多组连接结构的另一端与多个巨柱一一对应连接,外伸剪力墙为钢筋混凝土结构。本发明用于超高层建筑的主体施工。
Super high-rise building structure system
The invention discloses a super high-rise building structure system, namely a reinforced concrete core tube shear wall ring beam flat plate super high-rise building structure system, relates to the field of building structure engineering design, does not need to be provided with an extending arm of a steel reinforced concrete structure, and can reduce the construction difficulty and the construction cost of a super high-rise building. The super high-rise building structure system comprises a core tube, an outer ring frame and a connecting structure. The outer ring frame is located on the periphery of the core tube and comprises a plurality of huge columns, each connecting structure comprises an overhanging shear wall, the core tube is connected with one ends of the connecting structures, the other ends of the connecting structures are connected with the huge columns in a one-to-one correspondence mode, and the overhanging shear walls are of reinforced concrete structures. The super high-rise building structure system is used for main body construction of the super high-rise building.
本发明公开了一种超高层建筑结构体系,即钢筋混凝土核心筒剪力墙环梁平板超高层建筑结构体系,涉及建筑结构工程设计领域,无需设置型钢混凝土结构的伸臂,能够降低超高层建筑施工难度以及建筑成本。该超高层建筑结构体系包括核心筒、外圈框架以及连接结构;其中,外圈框架位于核心筒的四周,包括多个巨柱,而连接结构为多组,每组连接结构均包括外伸剪力墙,核心筒与多组连接结构的一端连接,且多组连接结构的另一端与多个巨柱一一对应连接,外伸剪力墙为钢筋混凝土结构。本发明用于超高层建筑的主体施工。
Super high-rise building structure system
一种超高层建筑结构体系
WU GUOQIN (author) / FU XUEYI (author) / WEI JIANFENG (author) / LIU YUNLANG (author) / ZHOU JIANRONG (author) / ZENG YI (author) / WU BING (author)
2021-09-07
Patent
Electronic Resource
Chinese
IPC:
E04B
Allgemeine Baukonstruktionen
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GENERAL BUILDING CONSTRUCTIONS