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Double-ring combined super high-rise structure based on vertical face arc-shaped steel frame-support and forming method

A technology of steel support and arc-shaped steel, which is applied in the field of double-ring combined super high-rise structure and composition, can solve the problems of complex component composition and node connection structure, and achieve the effect of beautiful shape, guaranteed load-bearing performance and high lateral resistance performance

Active Publication Date: 2021-06-22
ZHEJIANG UNIV CITY COLLEGE
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0008] In addition, the double-ring composite super high-rise structure system has problems such as complex node connection structure, complex component composition, load-bearing performance and rigidity. Reasonable and effective double-ring composite super high-rise structure design and composition scheme based on the facade arc-shaped steel frame-bracing is also a guarantee An important factor in its load-bearing performance and normal use

Method used

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  • Double-ring combined super high-rise structure based on vertical face arc-shaped steel frame-support and forming method
  • Double-ring combined super high-rise structure based on vertical face arc-shaped steel frame-support and forming method
  • Double-ring combined super high-rise structure based on vertical face arc-shaped steel frame-support and forming method

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Experimental program
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Effect test

Embodiment 1

[0068] Such as Figures 1a-1h as well as Figure 2-Figure 4 As shown, the double-ring combined super high-rise structure based on the facade arc-shaped steel frame-support includes a steel support small frame tube, a steel support plane frame, inner and outer ring steel beams, unsupported steel beam columns, roof conversion trusses, Single-layer dome reticulated shell, bottom base structure; the steel support small frame tube ( Figure 1b ) is located in the elevator shaft of the building at the four corners of the plane. It consists of a single-span two-way steel frame-support to form a single steel support small frame tube with an arc-shaped facade. Constitute a lateral force resistant core support frame composed of multiple groups of single steel support small frame tubes; the steel support plane frame ( Figure 1c ) is located on both sides of the plane, and is composed of single-span and one-way steel frame-supports to form an arc-shaped single-panel steel-supported plan...

Embodiment 2

[0087] Such as Figure 10 As shown, the specific component composition process of the double-ring combined super high-rise structure based on the facade curved steel frame-support is as follows:

[0088] S1. The outer arc frame column 1 of the steel support small frame tube, the inner arc frame column 2 of the steel support small frame tube, the radial steel beam frame tube section of the steel support small frame tube 3, the radial steel frame tube of the steel support small frame tube Beam cantilever section 4, outer ring steel beam of steel supporting small frame tube 5, inner ring steel beam of steel supporting small frame tube 6, cantilever end ring steel beam of steel supporting small frame tube 7, steel supporting small frame tube The radial support 8 and the outer ring support 9 of the steel support small frame tube form a single steel support small frame tube;

[0089] S2. The outer arc frame column 10 of the steel support planar frame, the inner arc frame column 11 ...

Embodiment 3

[0099] The present invention also provides an application of a double-ring composite super high-rise structure based on the facade arc-shaped steel frame-support in the design and bearing of the double-ring floor space and the curved facade building modeling super high-rise structure system with a high atrium inside. The super high-rise refers to the structural height not less than 100 meters, and the double-ring combination refers to the floor space of the double-ring combination with the atrium as high as the whole.

[0100] Compared with the deficiencies of the prior art, the present invention provides a double-ring combination super high-rise structure based on a facade arc-shaped steel frame-support based on a combination of a steel support small frame tube and a steel support plane frame. The overall structure of the high-rise is to carry out ring rigid connection and roof structure conversion through the inner and outer ring steel beams and roof conversion trusses, and t...

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Abstract

The invention relates to a double-ring combined super high-rise structure based on a vertical face arc-shaped steel frame-support. The double-ring combined super high-rise structure comprises steel support small frame cylinders, steel support plane frames, inner and outer ring circumferential steel beams, support-free steel beam columns, a roof conversion truss, a single-layer dome net shell and a bottom base structure; the steel support small frame cylinders are located at the positions of building elevator shafts in the four corners of a plane; and the steel support plane frames are located on the two sides of the plane, and the steel support plane frames and the steel support small frame cylinders are arranged in a spaced mode. The double-ring combined super high-rise structure has the beneficial effects that the advantages of high bearing capacity, high lateral resistance and arc-shaped vertical face double-ring combined building modeling function of the double-ring combined super high-rise structure are brought into full play; modeling and functions of a double-ring combined super high-rise building with high bearing capacity, high lateral resistance and an arc-shaped vertical face can be achieved while the self weight is reduced and the bearing performance is guaranteed; the reasonability and effectiveness of the whole structure system are further guaranteed conveniently through control over the bearing capacity, the overall rigidity, the torsional property and other indexes; and wide application prospects are achieved.

Description

technical field [0001] The invention belongs to the technical field of structural engineering, and relates to a double-ring combined super high-rise structure based on a facade arc-shaped steel frame-support and a construction method. The super high-rise refers to a structure height not less than 100 meters, and the double-ring combination refers to a double-ring combined building with a full-height atrium. surface space. Background technique [0002] The steel frame-bracing system is a high-rise steel structure system that improves the structural bearing capacity and lateral rigidity by arranging oblique supports between some frame columns on the basis of the steel frame structure. It has light weight, large lateral rigidity and high bearing capacity. advantage. This structural system is widely used in high-rise public buildings with commercial and office functions. [0003] The lateral force-resistant components of the steel frame-bracing system include the supporting fr...

Claims

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Application Information

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IPC IPC(8): E04B1/34E04B1/58E04G21/00
CPCE04B1/34E04B1/58E04G21/00
Inventor 王震吴小平赵阳杨学林瞿浩川程俊婷
Owner ZHEJIANG UNIV CITY COLLEGE
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