High-performance support component based on self-reset energy dissipation

A support member, self-reset technology, applied to building components, on-site preparation of building components, pillars, etc., can solve problems such as insufficient energy consumption, avoid structural collapse, avoid support buckling damage, and reduce temperature sensitivity.

Active Publication Date: 2016-12-14
TONGJI UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

This kind of viscous damper has a good effect of reducing vibration and energy consumption during high freque...

Method used

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  • High-performance support component based on self-reset energy dissipation
  • High-performance support component based on self-reset energy dissipation
  • High-performance support component based on self-reset energy dissipation

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0037] A high-performance support member based on self-resetting energy consumption, including self-resetting energy-consuming parts 3, and main body support cylinders respectively installed at both ends of self-reset energy consumption parts 3. The energy dissipation component 3 includes an outer cylinder 32 and a piston guide rod 31. The outer cylinder 32 is also provided with a viscous damper chamber 33 and a shape memory alloy ring spring chamber 34. One end of the piston guide rod 31 passes through the viscous damper in turn. The other end of the chamber 33 and the shape memory alloy ring spring assembly chamber 34 is fixedly connected to a main body support cylinder, and the outer cylinder 32 is also fixedly connected to another main body support cylinder.

[0038] The viscous damper cavity 33 includes a viscous damper cylinder fixed in the outer cylinder 32, the viscous damper cylinder is filled with damping liquid 332, and the viscous damper cylinder includes a viscous ...

Embodiment 2

[0041] like figure 1 As shown, a high-performance support member based on self-resetting energy-consuming core components includes end joints (left end joint 11, right end joint 12), main body support cylinder (left main body support cylinder 21, right main body support cylinder 22) and self-resetting energy-consuming components 3. The two ends of the self-resetting energy-consuming part 3 are respectively connected with the two main body support cylinders through threaded joints, the other end of the left main body support cylinder 21 is welded with the left end joint 11, and the other end of the right main body support cylinder 22 is welded with the right end Connector 12.

[0042] like figure 2 The schematic diagram of the structure of the self-resetting energy-consuming part 3 shown, in the event of an earthquake, the reciprocating motion of the piston guide rod 31 causes the reciprocating motion of the piston 334, and the reciprocating motion of the piston 334 in the d...

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PUM

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Abstract

The invention relates to a high-performance support component based on self-reset energy dissipation. The high-performance support component comprises a self-reset energy dissipation part (3) and main body support cylinders respectively mounted at two ends of the self-reset energy dissipation part (3), wherein end joints are further arranged on the main body support cylinders; and the self-reset energy dissipation part (3) comprises an outer cylinder (32) and a piston guide rod (31), a viscous damper cavity (33) and a shape memory alloy ring spring group cavity (34) are further arranged in the outer cylinder (32), one end of the piston guide rod (31) sequentially penetrates through the viscous damper cavity (33) and the shape memory alloy ring spring group cavity (34), the other end is fixedly connected with one main body support cylinder, and the other main body support cylinder is further fixedly connected to the outer cylinder (32). Compared with the prior art, the high-performance support component integrates important anti-earthquake functions such as lateral load resistance, bending resistance, self-reset and wide frequency domain energy dissipation, the disadvantage of insufficient energy dissipation of a viscous damper under low frequency and high temperature is improved, and the high-performance support component does not need to be replaced after the earthquake.

Description

technical field [0001] The invention relates to the field of anti-seismic and shock-absorbing technology of structural engineering, in particular to a high-performance support member capable of providing energy consumption in a wide frequency range during an earthquake and self-resetting after an earthquake. Background technique [0002] The bracing system is one of the important components of a building structure against lateral forces including earthquake and wind loads. The current design goals usually allow elastic-plastic deformation of supports under large earthquakes, so higher requirements are placed on the deformation performance and bearing capacity of support members and their connection parts. Although traditional flexible supports can provide lateral stiffness through tensile strength, they gradually fail due to continuous yielding during earthquakes, resulting in a void effect and losing energy dissipation capacity. At the same time, the plastic deformation of...

Claims

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Application Information

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IPC IPC(8): E04B1/98E04H9/02E04G25/02
CPCE04G25/02E04H9/021
Inventor 王伟方成杨肖张奥
Owner TONGJI UNIV
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