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Frame-corewall energy dissipation and seismic mitigation structure system with multi-pendulum tuning core tubes

A technology of core tube and core tube, which is applied in the field of frame-core tube energy-dissipating and shock-absorbing structural system, and can solve problems such as unsatisfactory vibration-damping performance and efficiency

Active Publication Date: 2021-04-23
BEIJING UNIV OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] At present, there are many methods for tuning and damping structures, most of which are to add a mass-tuned damper to the structure, but this device is an accessory device with a small mass and generally can only control the first-order structural period, so the vibration damping performance and The efficiency is not ideal

Method used

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  • Frame-corewall energy dissipation and seismic mitigation structure system with multi-pendulum tuning core tubes
  • Frame-corewall energy dissipation and seismic mitigation structure system with multi-pendulum tuning core tubes
  • Frame-corewall energy dissipation and seismic mitigation structure system with multi-pendulum tuning core tubes

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Embodiment 1

[0045] Specific embodiments of the present invention will be described in detail below in conjunction with the accompanying drawings.

[0046] The implementation steps are as follows:

specific Embodiment approach

[0048] Such as figure 1 As shown, it is an embodiment of a frame-core tube energy-dissipating and shock-absorbing structural system with multi-pendulum tuning core tubes in the present invention, which mainly includes: core tube 1, multi-pendulum tuning core tube 2, frame beam 3, frame column , Combined friction pendulum sliding hinge support 5, prestressed steel strand 6, controllable hinge frame beam 7, local toggle energy dissipation device 8, slider 9, slider connecting block 10, friction pendulum sliding hinge support Plate 11, lower plate of friction pendulum sliding hinge support 12, upper ear plate of friction pendulum sliding hinge support 13, lower ear plate of friction pendulum sliding hinge support 14, ear plate spring 15, lock type cable 16, cable spring 17. Cable support 18, acceleration threshold-trigger device 19, composite solid lubricating material 20, steel hinge 21, connecting steel plate 22, concrete beam 23, steel hinge inner plate 24, steel hinge outer p...

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Abstract

The invention discloses a frame-corewall energy dissipation and seismic mitigation structure system with multi-pendulum tuning core tubes. The frame-corewall energy dissipation and seismic mitigation structure system comprises a corewall, the multi-pendulum tuning core tubes, a frame beam, a frame column, a combined friction pendulum sliding hinge support, a prestressed steel strand, a controllable hinge frame beam and a local toggle type energy dissipation device. On the basis of a traditional frame-corewall structure, the corewall is changed into a combined form of the corewall and a plurality of multi-pendulum tuning core tubes, a tube body of each multi-pendulum tuning core tube is divided into a plurality of sections, a base of the corewall is fixedly connected, and the base of each multi-pendulum tuning core tube is hinged to each section; the multi-pendulum tuning core tubes add a defensive line for a traditional frame-corewall structure, so that the traditional frame-corewall structure becomes a triple lateral force resistance system, and the frame-corewall energy dissipation and seismic mitigation structure system with the multi-pendulum tuning core tubes can effectively improve the investment-benefit ratio of a building structure. Through the displacement amplification capability, the deformation of a damper is increased, and the damping effect of the structure is improved.

Description

technical field [0001] The invention relates to a frame-core tube energy dissipation and shock absorption structural system with multi-pendulum tuning core tubes, which belongs to the field of design and shock absorption of high-rise building structures. Background technique [0002] With the rapid development of our country's economy, the urbanization process is also accelerating, and the urban building space is becoming increasingly tight. In order to meet people's needs for various civil buildings, more and more high-rise buildings appear in various large and medium-sized cities. The horizontal load effect caused by earthquake and wind load is the main design factor in the structural design of high-rise buildings, and the design of the anti-lateral force system becomes the key point of high-rise buildings. Frame-core tube structure is a common dual lateral force-resisting system in high-rise buildings. Among them, the core tube is the first line of defense, which bears m...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04H9/02E04B1/34E04B1/98
CPCE04H9/021E04B1/34E04B1/98
Inventor 何浩祥陈易飞王利辉程时涛
Owner BEIJING UNIV OF TECH
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