Truss type steel-reinforced concrete framework side node with energy dissipation device

A technology of steel reinforced concrete and energy-consuming device, which is applied in the field of node members and edge nodes of truss-type steel reinforced concrete frames, can solve the problems of large amount of steel, poor adhesion between steel and concrete, complex joint structure and construction, etc. , to improve the bonding performance, improve the seismic performance and energy dissipation capacity, and achieve the effect of energy consumption and shock absorption

Inactive Publication Date: 2012-08-08
GUANGXI UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, the amount of steel used in the structure is large, and the bonding force between the steel frame and the concrete is poor. It is necessary to add special anchor bolts to improve the bonding performance between the steel frame and the concrete. and construction are more complex

Method used

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  • Truss type steel-reinforced concrete framework side node with energy dissipation device
  • Truss type steel-reinforced concrete framework side node with energy dissipation device
  • Truss type steel-reinforced concrete framework side node with energy dissipation device

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Embodiment Construction

[0014] The technical solutions of the present invention will be further described in detail below in conjunction with the drawings and embodiments.

[0015] Contrast figure 1 , The truss-type steel-reinforced concrete frame side node with energy dissipation device of the present invention is composed of a first diagonal rod 1, a second diagonal rod 2, an upper chord 3, a lower chord 4, a vertical rod 5, and a third diagonal The rod 6 constitutes. Among them, the vertical rod 5, the upper chord 3, and the lower chord 4 form a rectangular structure. The first diagonal rod 1 and the second diagonal rod 2 are in a cross shape and are welded between the upper chord 3 and the lower chord 4. The first diagonal rod 1, The second oblique bars 2 are the core area and the beam end cross web bars respectively. The truss-type steel frame extends into the column, and the length of the extending end is 0.9 times the width of the column section in this direction. The following is a comparison ...

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Abstract

The invention relates to a truss type steel-reinforced concrete framework side node with an energy dissipation device. The steel skeleton in a beam is a truss type steel skeleton, which comprises vertical members, chord members and diagonal members. T-shaped profile steels are arranged on the upper and the lower parts of the beam to serve as the chord members, and are connected through angle irons, so that a truss type steel skeleton concrete beam member is formed. The vertical members and the chord members on the ends of the beam and in the core area of the node form a rectangular structure, the diagonal members are crossed, and are welded between the upper chord members and the lower chord members, the truss type steel skeleton extends into a column, and the length of the extending end is 0.9 times as the width of the section of the column in the direction. The ductility, equivalent viscous damping coefficient he and average energy dissipation coefficient Beta of the truss type steel-reinforced concrete framework side node with the energy dissipation device disclosed by the invention are remarkably increased in comparison with the ductility, equivalent viscous damping coefficient he and average energy dissipation coefficient Beta of reinforced concrete nodes. The truss type steel-reinforced concrete framework side node with the energy dissipation device has good structural seismic resistance and energy-dissipating capability.

Description

1. Technical Field [0001] The invention relates to a steel-reinforced concrete structure in the field of structural engineering in the field of civil engineering, a node component in the research direction of structural earthquake resistance and structure control, and specifically to a truss-type steel-reinforced concrete frame side node with energy dissipation devices. 2. Background technology [0002] Frame structure is one of the most commonly used structural forms in construction engineering. According to different building materials, frame structures are usually divided into reinforced concrete frame structures, steel-reinforced concrete frame structures and steel frame structures. Frame nodes are an important part of effectively connecting frame beams and column members to make them work together. They play an important role in transmitting and distributing internal forces and ensuring the integrity and ductility of the structure. Reasonable design nodes can effectively dis...

Claims

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Application Information

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IPC IPC(8): E04B1/58E04B1/98
Inventor 邓志恒唐光暹宁应金
Owner GUANGXI UNIV
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