Confined concrete combination column

A technology for confining concrete and composite columns, applied in the directions of columns, piers, pillars, etc., can solve problems such as poor ductility and energy dissipation capacity, and achieve the effects of improving seismic performance, good restraint, and enhanced bonding

Active Publication Date: 2017-03-22
XI'AN UNIVERSITY OF ARCHITECTURE AND TECHNOLOGY
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AI Technical Summary

Problems solved by technology

[0003] The technical problem to be solved by the present invention is to provide a steel-concrete composite column, that is, a constrained concrete composite column, which overcomes the shortcomings of traditional reinforced concrete columns such as poor ductility and energy dissipation capacity, and at the same time improves the section form of steel tube concrete, thereby greatly improving its application. scope

Method used

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  • Confined concrete combination column
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Embodiment Construction

[0030] The present invention will be further described below in conjunction with specific examples and accompanying drawings. It should be noted that the following examples are limited to explain the present invention, but do not limit the implementation scope of the present invention. All structural additions made on the basis of this scheme or replacements with the same content shall belong to the protection scope of the present invention.

[0031] Such as figure 1 , Figure 5 As shown in (a)-(c), one embodiment of the confined concrete composite column is a steel tube beam concrete square column structure, including a square steel tube column 1, a U-shaped steel tube column 2, an L-shaped steel tube column 3 and an inner-filled concrete column 4. Among them, the square steel pipe column 1 is a square structure, adopts a reference column, and welds two U-shaped steel pipe columns 2 along the horizontal direction and the vertical direction of the reference column to form s...

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Abstract

The invention discloses a confined concrete combination column. The confined concrete combination column comprises square steel pipe columns, U-shaped steel pipe columns, L-shaped steel pipe columns and concrete columns. One square steel pipe column serves as a benchmark column, the U-shaped steel pipe columns are sequentially welded along the adjacent edges of each benchmark column, the L-shaped steel pipe columns are sequentially welded along the adjacent edges of each U-shaped steel pipe column, and a steel pipe bundle is formed; and all the square steel pipe columns of each steel pipe bundle are filled with concrete finally, so that the confined concrete combination column is formed. According to the confined concrete combination column, the defect that the ductility and the energy-dissipating capacity of a traditional reinforced concrete column are poor is overcome; meanwhile, the steel pipe concrete section form is improved, so that the bearing capacity of the confined concrete combination column is greatly improved, and the application range of the confined concrete combination column is greatly expanded; construction is convenient; the seismic resistance of the column is greatly improved; and the confined concrete combination column is suitable for being applied to high-rise buildings and buildings in areas high in seismic intensity.

Description

technical field [0001] The invention relates to a novel steel-concrete composite column, in particular to a novel restrained concrete composite column. Background technique [0002] Column is an indispensable key component in all building structure systems, and has always been the key component of civil engineering scholars at home and abroad. At present, a lot of research work has been carried out on reinforced concrete columns and steel tube concrete columns. It has become one of the main directions of column research to increase the bearing capacity of components and improve the mechanical properties of columns by improving the performance of column reinforcement or steel pipes. In recent years, the vast majority of structures in my country still use reinforced concrete columns, but studies have shown that although the comprehensive performance of reinforced concrete columns has been improved under various new reinforcement schemes, the comprehensive seismic performance a...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04C3/34E04C3/32
CPCE04C3/32E04C3/34
Inventor 史庆轩戎翀王秋维陶毅
Owner XI'AN UNIVERSITY OF ARCHITECTURE AND TECHNOLOGY
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