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A structure with coupled forces between inclined columns and long-span roofs

A large-span, inclined column technology, applied in truss structures, beams, roofs, etc., can solve the problems of unsatisfactory shapes, weaken the overall rigidity of the overall structure, large spans, etc., and achieve the effect of improving safety and reliability.

Active Publication Date: 2019-06-14
ARCHITECTURAL DESIGN & RES INST OF TSINGHUA UNIV
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] With the construction of a large number of long-span spatial structures, buildings are developing towards a comprehensive direction with complex shapes and diverse functions. Architects are no longer satisfied with regular shapes, large spans, or even just making a fuss on the plane. , considering the aesthetic effect on the facade, the inclined column components are boldly used. However, the overall structure of the inclined column produces an outward overturning moment, which weakens the overall rigidity of the overall structure. At the same time, the inclined column causes a large column base on the foundation Bending Moment and Horizontal Thrust

Method used

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  • A structure with coupled forces between inclined columns and long-span roofs
  • A structure with coupled forces between inclined columns and long-span roofs
  • A structure with coupled forces between inclined columns and long-span roofs

Examples

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Embodiment Construction

[0018] A stadium project is taken as an example to illustrate the force-bearing structure of the inclined column and the large-span roof of the present invention.

[0019] ①Firstly, establish the lower section 7 of the peripheral slanted column, the upper section 6 of the slanted column and the straight column 9 in sequence, in which the overall plane is elliptical, and the angle between the 52 slanted columns and the ground is about 50°, which is divergent, as shown in Figure 1 , Figure 2, Figure 3. And the internal frame structure 16, as shown in Figure 4, the internal frame structure 16 and the straight columns can be removed after the strength is reached, and the outer ring slanted columns 8 can only be removed after the large-span steel roof 5 is completely installed. Among them, when the slanted column is only calculated separately with the substructure, the roof is applied to the top of the slanted column as a load, and the maximum displacement of the column top is 125m...

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Abstract

The invention relates to an inclined column and long-span roof coupling stress structure. The thickness of a long-span roof is reduced, the overturning moment generated by an inclined column to the whole structure is reduced, an overall stiffness contribution of the inclined column to the whole structure is increased, and meanwhile the large column bottom bending moment and horizontal force which are caused by the inclined column to a foundation are reduced; the structure ductility is increased, and the reliability of the structure is improved.

Description

technical field [0001] The invention belongs to the technical field of structural engineering steel structures, and in particular relates to a structure in which a slanted column and a large-span roof are coupled and subjected to force. Background technique [0002] With the construction of a large number of long-span spatial structures, buildings are developing towards a comprehensive direction with complex shapes and diverse functions. Architects are no longer satisfied with regular shapes, large spans, or even just making a fuss on the plane. , considering the aesthetic effect on the facade, the inclined column components are boldly used. However, the overall structure of the inclined column produces an outward overturning moment, which weakens the overall rigidity of the overall structure. At the same time, the inclined column causes a large column base on the foundation Bending moment and horizontal thrust. How to reduce the overturning moment of the slanted column to ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B1/342E04B7/00E04C3/11E04B1/58
CPCE04B1/342E04B1/58E04B7/00E04C3/11
Inventor 蒋炳丽杨霄赵天文朱朵娥何晓洪刘召军
Owner ARCHITECTURAL DESIGN & RES INST OF TSINGHUA UNIV
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