Anti-seismic structure of energy-consumption angle brace

An earthquake-resistant structure and corner bracing technology, applied in earthquake-proof, building components, building structure, etc., can solve the problems of node damage and inability to resist earthquake disasters, and achieve the effects of protecting nodes, strengthening strength, and enhancing node rigidity.

Inactive Publication Date: 2012-04-11
SHENYANG JIANZHU UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The relative rotation of beams and columns must be controlled within a certain range, otherwise node damage will occur and earthquake disasters cannot be resisted

Method used

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  • Anti-seismic structure of energy-consumption angle brace
  • Anti-seismic structure of energy-consumption angle brace
  • Anti-seismic structure of energy-consumption angle brace

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0018] Such as figure 1 , 2 The shown structure of an embodiment of an energy-dissipating corner brace seismic structure of the present invention includes a frame beam 1 and a frame column 2, and a triangular energy-dissipating corner brace plate 3 is provided at the node position of the frame beam 1 and frame column 2 One end of the triangular energy-dissipating brace plate 3 is in contact with the frame beam 1, and the two are fixedly connected by bolts 6 through the connecting plate 5; the other end of the triangular energy-dissipating brace plate 3 is also connected with the frame column 2 through The connecting plate 5 is fixedly connected by bolts 6 , and a stiffener 4 is provided in the middle of the triangular energy-dissipating corner brace 3 .

Embodiment 2

[0020] Such as image 3 , 4 The structure shown in another embodiment of the seismic structure of an energy-dissipating corner brace of the present invention includes a frame beam 1 and a frame column 2, and trapezoidal energy-dissipating corner braces are arranged at the nodes of the frame beam 1 and frame column 2 3. One end of the trapezoidal energy-dissipating brace 3 is in contact with the frame beam 1, and the two are fixedly connected by bolts 6 through the connecting plate 5; the other end of the trapezoidal energy-dissipating brace 3 is in the same contact surface as the frame column 2 The two are fixedly connected by bolts 6 through the connecting plate 5 , and a stiffening rib 4 is provided at the middle position of the trapezoidal energy-dissipating corner brace 3 .

Embodiment 3

[0022] An anti-seismic structure of an energy-dissipating corner brace according to the present invention comprises a frame beam 1 and a frame column 2, and a triangular energy-dissipating brace plate 3 is arranged at the joint position of the frame beam 1 and the frame column 2; one end of the triangular energy-dissipating brace plate 3 The contact surface with the frame beam 1 is fixedly connected by welding through the connecting plate 5; the other end of the triangular energy-dissipating corner brace 3 and the contact surface of the frame column 2 are also fixedly connected by welding through the connecting plate 5 , A stiffener 4 is provided at the middle position of the triangular energy-dissipating corner brace 3 .

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PUM

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Abstract

The invention relates to a structure for strengthening anti-seismic performance of a steel frame, in particular to an anti-seismic structure of an energy-consumption angle brace. The anti-seismic structure of an energy-consumption angle brace comprises a frame beam and a frame column, wherein the node position of the frame beam and the frame column is provided with an energy-consumption angle brace plate; and the contact surface between the energy-consumption angle brace plate and the frame beam as well as the contact surface between the energy-consumption angle brace plate and the frame column are respectively fixedly connected by a connecting plate. The anti-seismic structure of an energy-consumption angle brace is favorable for flexible arrangement of frame structure space and is favorable for the arrangement and construction of a filler wall. Under the condition of no seism or under the condition of quaking frequently, the energy-consumption angle brace can perform the action of acommon angle brace to protect the node; under the action of seldom-occurred seism, when the beam and the column have great relative rotation, the energy-consumption plate of the energy-consumption angle brace can yield, energy can be continuously adsorbed and consumed by being continuously pulled and stressed to yield, and on the effects of supporting the beam and the column and protecting the node can be kept so as to protect the safety of the node, avoid node damage and reduce seismic damage.

Description

technical field [0001] The invention relates to a structure for enhancing the anti-seismic performance of a steel frame, in particular to an anti-seismic structure for energy-consuming corner braces. The utility model belongs to the technical field of multi-storey and high-rise building technology. Background technique [0002] At present, in the seismic design of multi-story frame structures, in order to ensure the safety of the overall structure, the design principle of "strong joints and weak members" is generally adopted to ensure that the beams, columns and other main anti-corrosion When lateral force members enter yield, the nodes connecting these members do not fail first. No matter how strong the structural member is, it will not be able to function once the joints are damaged. Following the design principle of "strong nodes and weak components", not only can the main lateral force-resisting components such as beams and columns be protected, but also the seismic ac...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/24E04B1/98
Inventor 贾连光齐政许峰
Owner SHENYANG JIANZHU UNIVERSITY
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