Structure of steel-reinforced concrete column beam and column universal joint

A technology of concrete beams and general-purpose joints, which is applied in building structures, buildings, etc., can solve the problems of ungiven space layout of column stiffeners, poor cooperating performance of column-beam joints, and cumbersome column-beam construction. The effect of width-thickness ratio requirements, excellent seismic performance and fast construction speed

Active Publication Date: 2016-12-21
ANHUI YAOHAI STEEL STRUCTURE
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, no solution has been given for how to straighten out the complex connection relationship between column and beam at the node position, and the spatial arrangement of column stirrups, column main reinforcement, and column stiffen

Method used

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  • Structure of steel-reinforced concrete column beam and column universal joint
  • Structure of steel-reinforced concrete column beam and column universal joint
  • Structure of steel-reinforced concrete column beam and column universal joint

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Embodiment 1

[0030] Please refer to Figure 1-6 , preferably, the present invention provides a structure of a steel concrete column-beam-column general joint, which includes a steel concrete column 1 and a steel concrete beam 2, and the steel concrete beam 2 and the steel concrete column 1 are cross-connected to form a beam-column general joint 3, And the steel concrete beam 2 is perpendicular to the steel concrete column 1. The steel concrete beam 2 is formed by arranging at least two rows of steel bars 4 and pouring concrete 5. The steel concrete beam 2 is composed of an X-direction steel concrete beam 6 and a Y-direction steel concrete beam 7. , compared with the traditional steel-concrete column-beam-column joint, the structure of the steel-concrete column-beam-column joint has high bearing capacity, good ductility, strong energy dissipation capacity, excellent seismic performance, no need for a large number of formwork, and fast construction speed, etc. Advantages: simple structure, f...

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PUM

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Abstract

The invention discloses a structure of a steel-reinforced concrete column beam and column universal joint. The structure comprises a steel-reinforced concrete column and a steel-reinforced concrete beam, the steel-reinforced concrete column and the steel-reinforced concrete beam are crossed and connected to form the beam and column universal joint, and the steel-reinforced concrete beam and the steel-reinforced concrete column are perpendicular. The steel-reinforced concrete beam is formed by arranging at least two rows of steel bars and is poured with concrete, and the steel-reinforced concrete beam is formed by an X-direction steel-reinforced concrete beam body and a Y-direction steel-reinforced concrete beam body. The structure has the advantages of being high in bearing force, good in ductility, high in energy-dissipating capacity, good in anti-seismic property, free of large amount of formwork erecting, high in construction speed and the like; the structure is simple, and a wall is smooth.

Description

technical field [0001] The invention relates to the technical field of building structures, in particular to a structure of steel concrete column-beam-column general joints. Background technique [0002] Steel-concrete composite structure has the dual advantages of steel structure and concrete structure. Compared with steel structure, it can save steel, increase the rigidity of components and buildings, and compared with concrete structure, it can reduce cross-section, weight, and increase the ductility of components, etc. characteristics, so it is widely used in construction. However, in the actual construction process of steel concrete structures, there will be many problems in the interspersion of steel bars at the beam-column joints. According to the current domestic data, the research on the steel concrete beam-column joints is mostly around the stress of the joint position and How to bind steel bars and other issues put forward their own solutions. However, no soluti...

Claims

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Application Information

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IPC IPC(8): E04B1/30E04B1/58
CPCE04B1/30
Inventor 凌红兵
Owner ANHUI YAOHAI STEEL STRUCTURE
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