In-series disc spring large deformation energy consumption beam column node

A beam-column joint, large deformation technology, applied in building components, building types, earthquake resistance, etc., can solve the problems of hysteretic performance decline, large deformation energy-consuming beam-column joints, fatigue failure series disc springs, etc., to improve the low cycle Fatigue performance, increased self-reset capability, less structural changes

Active Publication Date: 2019-05-24
SOUTHEAST UNIV
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  • Summary
  • Abstract
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  • Application Information

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Problems solved by technology

[0004] Purpose of the invention: In order to overcome the deficiencies in the prior art, the purpose of the invention is to provide a series disc spring that solves the problems of excessive tensile deformation of the energy-dissipating rod in the assembled beam-column joint, which leads to a sharp drop in hysteresis performance or fatigue failure. Large deformation energy dissipation beam-column joints

Method used

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  • In-series disc spring large deformation energy consumption beam column node
  • In-series disc spring large deformation energy consumption beam column node
  • In-series disc spring large deformation energy consumption beam column node

Examples

Experimental program
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Embodiment Construction

[0021] like Figure 1~2 , the large-deformation energy-dissipating beam-column joints of disc springs in series include fabricated column 1, fabricated beam 2 and disc spring combined damper 3, the surface of fabricated column 1 is fixed with flange plate 11, and the surface of fabricated beam 2 is fixed with plate 21. The fabricated column 1 is a steel column, and the fabricated beam 2 is a steel beam.

[0022] like Figure 3-4 , the energy-dissipating rod 31 of the disc spring combined damper 3 passes through the outer sleeve 34, with threads at both ends, one end is fixed on the fixed plate 21 of the assembled beam 2, and the other end is connected with the internal thread sleeve 33; the guide rod The two ends of 35 are threaded, after passing through the disc spring group 32 and the flange plate 11 of the assembled column 1 to reserve the channel, one end is connected with the internal thread sleeve 33, and the nut 36 is screwed on one end to connect the disc spring grou...

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Abstract

The invention discloses an in-series disc spring large deformation energy consumption beam column node, which comprises an assembly type column, an assembly type beam and a disc spring combination type damper, wherein the disc spring combination type damper consists of an energy consumption rod, a disc spring set, an internal thread sleeve, an outer sleeve, a sliding guide rod and an extrusion nut, one end of the disc spring combination type damper is fixed on the fixed plate of a surface of the assembly type beam, and the other end passes through the flange plate of the assembly type column and presses tightly the flange plate. By adjusting the pressure of the extrusion nut, tensile deformation generated by the two ends of the disc spring combination type damper can be fully supplied by the energy consumption rod under the action of small and moderate earthquakes, the other part is supplied by the compressive deformation of the disc spring set, so that the disc spring combination typedamper has better deformability, and the fatigue performance of the disc spring combination type damper is conducive to being improved.

Description

technical field [0001] The invention relates to an energy-dissipating device, in particular to a large-deformation energy-dissipating beam-column node of series disc springs. Background technique [0002] Earthquake is a serious natural disaster, which causes heavy casualties and serious property losses. Among them, the destruction of building structures and the secondary disasters caused by fire are one of the important reasons for casualties and property losses. In this regard, people have continuously explored the seismic resistance of building structures, and proposed the concept of energy dissipation and shock absorption, aiming to effectively reduce the seismic response of structures by installing energy dissipation devices in structures to absorb and dissipate energy. , so as to avoid serious damage to the main part of the structure. The energy-dissipating rod is a mild steel damper. The core part enters into yield under the action of the earthquake, and the outer re...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04H9/02E04B1/98
Inventor 王春林赵京练强曾滨
Owner SOUTHEAST UNIV
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