A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
High-position lower hanging type two-way crossed inclined corridor steel truss structure and assembling method
The invention relates to a high-position downward-hanging type two-way crossed inclined corridor steel truss structure and an assembling method. The high-position downward-hanging type two-way crossed inclined corridor steel truss structure comprises downward-hanging type steel trusses, lateral supporting structures, crossed inclined corridors, crossed boundary structures and two-side main body structures. A middle large-span area is arranged between the main body structures on the two sides, the lower hanging type steel truss is arranged on the top of the middle large-span area and connected with the main body structures on the two sides to form an integral structure, and the crossed inclined corridor is hung on a middle large-span area hanging layer below the lower hanging type steel truss. The construction method has the beneficial effects that external two-way crossed ramp corridor arrangement and curtain wall modeling can be achieved, and design and bearing of a bottom hanging type steel truss structure system with the bottom large-space high-position corridor channel function can be achieved; the two-way cross hanging slope corridor structure is achieved, vertical supporting is carried out through the main body structures on the two sides to form an overall stress model, the self weight is reduced, the lateral resistance and the torsional rigidity are controlled, and the bottom large-space and high-position cross slope corridor building modeling and functions are achieved.
本发明涉及一种高位下挂式双向交叉斜连廊钢桁架结构及组装方法，包括：下挂式钢桁架、侧向支撑结构、交叉斜连廊、交叉边界结构和两侧主体结构；两侧主体结构之间为中部大跨区，下挂式钢桁架设于中部大跨区顶部，下挂式钢桁架连接两侧主体结构形成整体结构，交叉斜连廊吊挂在下挂式钢桁架下方的中部大跨区吊挂层。本发明的有益效果是：可以实现外部双向交叉斜坡道连廊布置及幕墙造型、底部大空间高位连廊通道功能的下挂式钢桁架结构体系设计及承载；实现双向交叉吊挂斜坡连廊构造，通过两侧主体结构进行竖向支撑而构成整体受力模型，减轻自重和控制抗侧、抗扭刚度，实现底部大空间、高位交叉斜坡连廊建筑造型及功能。
High-position lower hanging type two-way crossed inclined corridor steel truss structure and assembling method
The invention relates to a high-position downward-hanging type two-way crossed inclined corridor steel truss structure and an assembling method. The high-position downward-hanging type two-way crossed inclined corridor steel truss structure comprises downward-hanging type steel trusses, lateral supporting structures, crossed inclined corridors, crossed boundary structures and two-side main body structures. A middle large-span area is arranged between the main body structures on the two sides, the lower hanging type steel truss is arranged on the top of the middle large-span area and connected with the main body structures on the two sides to form an integral structure, and the crossed inclined corridor is hung on a middle large-span area hanging layer below the lower hanging type steel truss. The construction method has the beneficial effects that external two-way crossed ramp corridor arrangement and curtain wall modeling can be achieved, and design and bearing of a bottom hanging type steel truss structure system with the bottom large-space high-position corridor channel function can be achieved; the two-way cross hanging slope corridor structure is achieved, vertical supporting is carried out through the main body structures on the two sides to form an overall stress model, the self weight is reduced, the lateral resistance and the torsional rigidity are controlled, and the bottom large-space and high-position cross slope corridor building modeling and functions are achieved.
本发明涉及一种高位下挂式双向交叉斜连廊钢桁架结构及组装方法，包括：下挂式钢桁架、侧向支撑结构、交叉斜连廊、交叉边界结构和两侧主体结构；两侧主体结构之间为中部大跨区，下挂式钢桁架设于中部大跨区顶部，下挂式钢桁架连接两侧主体结构形成整体结构，交叉斜连廊吊挂在下挂式钢桁架下方的中部大跨区吊挂层。本发明的有益效果是：可以实现外部双向交叉斜坡道连廊布置及幕墙造型、底部大空间高位连廊通道功能的下挂式钢桁架结构体系设计及承载；实现双向交叉吊挂斜坡连廊构造，通过两侧主体结构进行竖向支撑而构成整体受力模型，减轻自重和控制抗侧、抗扭刚度，实现底部大空间、高位交叉斜坡连廊建筑造型及功能。
High-position lower hanging type two-way crossed inclined corridor steel truss structure and assembling method
一种高位下挂式双向交叉斜连廊钢桁架结构及组装方法
WANG ZHEN (author) / YE JUN (author) / ZHAO YANG (author) / YANG XUELIN (author) / CHENG JUNTING (author) / QU HAOCHUAN (author) / QUAN GUAN (author)
2023-08-18
Patent
Electronic Resource
Chinese
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