Multi-point yield energy dissipating type mild steel energy dissipater

A technology of energy dissipator and mild steel, which is applied in the direction of building components, earthquake resistance, building types, etc., can solve the problems of stress concentration effect, poor deformation capacity, and easy local yield of energy dissipator, so as to improve the stress concentration effect and improve the low The effect of cycle fatigue performance and flexible layout

Inactive Publication Date: 2016-09-21
TIANHUA ARCHITECTURE DESIGN COMPANY
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Problems solved by technology

[0005] The purpose of the present invention is to provide a multi-point yield energy-dissipating mild steel energy dissipator, which solves the problem that the in-plane bending yield type energy dissipator is easy to partially yield, causing stress concentration effect and resulting in poor deformation ability

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  • Multi-point yield energy dissipating type mild steel energy dissipater
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  • Multi-point yield energy dissipating type mild steel energy dissipater

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Embodiment Construction

[0029] In the following, the multi-point yield energy dissipation mild steel energy dissipator proposed by the present invention will be further described in detail with reference to the accompanying drawings and specific examples. It should be noted that the drawings all adopt a very simplified form and all use imprecise proportions, which are only used to conveniently and clearly assist in explaining the purpose of the implementation of the present invention.

[0030] Such as figure 1 , figure 2 As shown, a multi-point yield energy dissipating mild steel energy dissipator provided by the present invention includes a top plate 1, an energy dissipating plate 2, a bottom plate 3, and a connecting plate 4. The energy dissipating plate 2 is composed of a plurality of energy dissipating units. The inner arrangement is arranged between the top plate and the bottom plate, and the connecting plate is disposed on the lower surface of the bottom plate.

[0031] Preferably, the material of ...

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Abstract

The invention relates to a multi-point yield energy dissipating type mild steel energy dissipater. The multi-point yield energy dissipating type mild steel energy dissipater mainly comprises a top plate, an energy dissipating plate, a bottom plate and a connecting plate, wherein the energy dissipating plate is arranged between the top plate and the bottom plate; the connecting plate is arranged on the lower surface of the bottom plate; the energy dissipating plate is formed by arranging a plurality of energy dissipating units in an in-plane manner. The multi-point yield energy dissipating type mild steel energy dissipater has the advantages that by adopting the in-plane bending yield stress type, the enough initial rigidity is provided under the action of small earthquake, the energy inputted by the earthquake is dissipated under the action of large earthquake, and a main body structure is protected; each energy dissipating unit is in a symmetric circular arc shape, a plurality of plastic yield points can be formed under the action of the earthquake, the stress is redistributed, the stress concentration effect is effectively improved, and the plastic deformation capability and low-cycle fatigue property are improved; the ductility is good, the structure is simple, the replacement is convenient, the energy dissipating property is good, and an excellent energy dissipating and earthquake-proof member is provided.

Description

Technical field [0001] The invention relates to a multi-point yield energy-consuming mild steel energy dissipator, which belongs to the technical field of energy dissipation and shock absorption of building structures. Background technique [0002] Traditional seismic design is to resist earthquake effects by enhancing the seismic performance of the structure itself, that is, using the structure itself to store and consume seismic energy to meet the structural seismic fortification goals: small earthquakes are not damaged, moderate earthquakes can be repaired, and large earthquakes are not collapsed. However, this anti-seismic method lacks the ability of self-adjustment, and under the action of uncertain earthquake, it may not meet the requirements of structural safety. [0003] After decades of development, the theory of energy dissipation and shock absorption and its corresponding energy dissipation devices have matured day by day. Various forms of energy dissipation devices have...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/98E04H9/02
CPCE04H9/02
Inventor 刘峰
Owner TIANHUA ARCHITECTURE DESIGN COMPANY
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