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Steel lead lamination shearing damper

A damper and stacking technology, applied in building components, anti-vibration and other directions, can solve the problem that the damper can not use the shear force parts well to dissipate energy, reduce the seismic response, increase the overall stiffness, and achieve good coordination sexual effect

Active Publication Date: 2014-05-14
安徽省圣达体育用品有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] At present, the steel-lead damper researched and developed has Chinese Patent No. 200510033467.7, which discloses a patent named "Steel-Lead Combined Energy Dissipator"; Chinese Patent No. 201010282519.5 discloses A kind of invention patent named "a kind of steel lead damper"; Chinese patent number 201110318337.3 discloses a kind of invention patent named "steel lead tension and compression damper"; these dampers can not be well used for shearing energy consumption

Method used

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  • Steel lead lamination shearing damper
  • Steel lead lamination shearing damper
  • Steel lead lamination shearing damper

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Embodiment 1

[0022] Such as figure 1 , 2 , The steel-lead laminated shear damper shown in 3, 4, and 5, 1 is the steel end plate of the damper; 2 is the energy-dissipating soft steel plate; 3 is the energy-dissipating lead plate blocking plate; 4 is the damper fixing plate; 5 is a bolt hole; 6 is an energy-dissipating lead plate; 7 is an energy-dissipating part; 8 is a bolt; 9 is a nut; 10 is an angle steel; 11 is an I-beam; 12 is a channel steel; The energy-dissipating mild steel plate 2 and the energy-dissipating lead plate 6 are stacked to form the energy-dissipating part 7; The damper steel end plate 1 is welded with the damper fixing plate 4, one end of the damper fixing plate 4 is connected with the I-beam 11 by bolts 8 and nuts 9 through the angle steel 10 and the channel steel 12, the other end of the damper fixing plate 4 The angle steel 10 and the channel steel 12 are connected with the herringbone support top 13 by bolts 8 and nuts 9 .

[0023]

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Abstract

The invention discloses a steel lead lamination shearing damper which comprises a damper steel end plate, an energy consumption soft steel plate, an energy consumption lead plate blocking plate, a damper fixing plate and an energy consumption lead plate. The energy consumption soft steel plate and the energy consumption lead plate are arranged in a lamination mode to form an energy consumption part. The energy consumption lead plate blocking plate is arranged on the outside of the energy consumption lead plate. The energy consumption part is fixedly connected with the damper steel end plate fixedly connected with the damper fixing plate, one end of the damper fixing plate is connected with a steel I beam, and the other end of the damper fixing plate is connected with the top of a herringbone support. The damper is high in initial rigidity and high in material yield dispersion area. No obvious stress concentration exists. The soft steel and the lead have good coordination performance, the material utilization rate is high, and the energy consumption effect is good. Meanwhile, the damper is simple in manufacture and installation, convenient to use, capable of being used for seismic design of newly-built projects and also capable of being used for reinforcement and maintenance of the existing projects.

Description

technical field [0001] The invention relates to a vibration control device for a building structure, in particular to a steel-lead laminated shear damper for building structure vibration control. Background technique [0002] Metallic yielding dampers are various forms of damping energy dissipators made of mild steel or other soft metal materials. Metals have good hysteretic properties after yielding, and the elastic-plastic hysteretic deformation energy dissipation of some metals is used, including mild steel dampers, lead dampers, and shape memory alloys (SMA) dampers. The mechanism of its vibration control on the structure is to dissipate part of the energy of the structural vibration through the yield hysteresis energy dissipation of the metal, so as to achieve the purpose of reducing the structural response. [0003] The mild steel damper is to make full use of the good hysteresis characteristics of mild steel after entering the plastic stage. In 1972, American schol...

Claims

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Application Information

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IPC IPC(8): E04B1/98
Inventor 张延年徐春一郑怡汪青杰刘阳
Owner 安徽省圣达体育用品有限公司