Curtain wall supporting structure optimizing aerodynamic configuration of high-rise building

A technology of supporting structure and aerodynamic shape, applied in building components, building structures, buildings, etc., can solve problems such as increasing the difficulty of design and construction of the main structure, affecting the efficiency of building use, etc., to enrich work and life experience and enrich performance power and cost reduction

Inactive Publication Date: 2015-09-30
TONGJI UNIV ARCHITECTURAL DESIGN INST GRP CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, if the main structure is also designed according to such an irregular shape, it will double the difficulty of design and construction of the main structure, and affect the efficiency of the building. Therefore, the main structure of super high-rise buildings usually adopts a regular and symmetrical structure.

Method used

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  • Curtain wall supporting structure optimizing aerodynamic configuration of high-rise building
  • Curtain wall supporting structure optimizing aerodynamic configuration of high-rise building
  • Curtain wall supporting structure optimizing aerodynamic configuration of high-rise building

Examples

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Embodiment

[0026] Such as Figure 1~3 As shown, a curtain wall support structure that optimizes the aerodynamic shape of a high-rise building includes a ring beam 1, a radial support rod 2, a suspender 3 and an anti-torsion member. In this embodiment, the anti-torsion member is a cable support rod 4 and a limit support Seat 5, dragline support rod 4 are cross type support rods.

[0027] The ring beam 1 has multiple layers in the vertical direction, and each layer surrounds the periphery of the main body 6 of the building. The curtain wall panels are fixedly installed on the ring beam 1. The geometric dimensions of the ring beam 1 match the shape of the outer curtain wall. The ring beam 1 can bear the burden of the curtain wall panels. Gravity load and horizontal torque. The shape of the ring beam 1 can be any shape that can optimize the aerodynamic performance of the main body of the building. The shape of the ring beam 1 on each floor can be different. In this embodiment, it is a trian...

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Abstract

The invention relates to the field of construction structure, in particular to a curtain wall supporting structure optimizing aerodynamic configuration of a high-rise building. The curtain wall supporting structure is arranged on the periphery of the building body, and the building body comprises a top structure reinforcing layer and a bottom structure reinforcing layer. The curtain wall supporting structure is characterized by comprising ring beams, radial support rods, hanging rods and anti-torsion parts, wherein the ring beams are vertically arranged in multiple layers, each layer of ring beams surrounds the periphery of the building body, two ends of the radial support rods are connected with the building body and the ring beams respectively, several radial support rods are arranged on each layer of ring beams, the hanging rods are connected with the ring beams, the tops of the hanging rods are connected with the top structure reinforcing layer, and the anti-torsion parts are arranged between the building body and the ring beams. The curtain wall supporting structure is firm and reliable, regular simplicity of the building body and excellent aerodynamic configuration and appearance of the curtain wall can coexist, and manufacturing cost of engineering is reduced. Meanwhile, heat insulation and preservation can be realized by setting the internal curtain wall, and building operating efficiency is improved.

Description

technical field [0001] The invention relates to the field of building structures, in particular to a curtain wall support structure for optimizing the aerodynamic shape of high-rise buildings. Background technique [0002] With the development of urbanization and the scarcity of land resources in metropolises, high-rise and super high-rise buildings are constantly emerging to solve the contradiction between urban land use and supply. The high-rise building structure must be able to effectively resist various loads acting on it to ensure the safe use of the building. For a super high-rise building, the overturning moment caused by the horizontal wind load and the axial force of the vertical member are proportional to the square of the building height. Therefore, as the height increases, this value increases geometrically. , the impact on the structure is getting bigger and bigger, and finally, the wind load often becomes the control load in the design of high-rise buildings,...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B2/88
Inventor 丁洁民何志军李久鹏胡殷
Owner TONGJI UNIV ARCHITECTURAL DESIGN INST GRP CO LTD
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