Steel coupling beam capable of being replaced after strong earthquake

A technology of connecting beams and I-beams, which is applied in the direction of joists, girders, and truss beams, can solve the problems of difficult replacement, heavy weight of steel connecting beams, and difficult repair of steel connecting beams after earthquakes, and achieves simple construction and low energy consumption. The effect of strong performance and convenient pipeline layout

Inactive Publication Date: 2012-08-22
TSINGHUA UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, due to the heavy weight of the entire steel coupling beam in high-rise buildings, and its two ends are embedded in the reinforced concrete wall, it is difficult to directly replace it after the earthquake, and the post-earthquake repair of the steel coupling beam is very difficult

Method used

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  • Steel coupling beam capable of being replaced after strong earthquake
  • Steel coupling beam capable of being replaced after strong earthquake
  • Steel coupling beam capable of being replaced after strong earthquake

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Embodiment Construction

[0024] The structural principle of the present invention will be further described in detail below in conjunction with the accompanying drawings and specific embodiments.

[0025] Such as figure 1 and figure 2 As shown, the present invention is a replaceable steel connecting beam after a strong earthquake, which is applied to high-rise or super high-rise buildings, and includes replaceable energy-dissipating beam sections 2 and non-energy-dissipating beam sections placed at both ends of the replaceable energy-dissipating beam section 2 1. The replaceable energy-dissipating beam section 2 and the non-energy-dissipating beam section 1 are connected by end plates and high-strength bolts 5. Under strong earthquakes, the replaceable energy-dissipating beam section 2 yields in shear and dissipates the earthquake through shear hysteresis Energy, while the non-energy-dissipated beam sections at both ends remain elastic; after a strong earthquake, the fast repair of the coupling beam...

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Abstract

The invention discloses a steel coupling beam capable of being replaced after a strong earthquake, which comprises a replaceable energy dissipation beam section and non-energy-dissipation beam sections arranged at the two ends of the replaceable energy dissipation beam section. The replaceable energy dissipation beam section and the non-energy-dissipation beam sections are connected through end plates and high-strength bolts; the height of the section of the replaceable energy dissipation beam section is lower than that of the section of the non-energy-dissipation beam section; the replaceable energy dissipation beam section is uncoupled with a floor slab; the yield bearing capacity of the non-energy-dissipation beam section is larger than that of the replaceable energy dissipation beam section; the replaceable energy dissipation beam section shears yielding and dissipates earthquake energy under the effect of strong earthquake, and the non-energy-dissipation beam sections at the two ends maintain elasticity; and as the replaceable energy dissipation beam section is uncoupled with the floor slab, not only can the cracking of the floor slab under the effect of earthquake be reduced, but also the energy dissipation beam section can be rapidly replaced after the earthquake. The steel coupling beam has high energy dissipation, can be rapidly repaired after the earthquake, is convenient for construction, can enhance the capacity of rapid function recovery of high-rise structures after the strong earthquake, and has wide market promotion and application prospects.

Description

technical field [0001] The invention relates to the field of construction engineering and anti-seismic technology of structures, in particular to a replaceable steel connecting beam after a strong earthquake. Background technique [0002] Having many high-rise and super high-rise buildings is an important feature of modern cities. High-rise and super high-rise buildings have a large population and long expected service life. Once earthquake damage occurs, a large number of users will move out for refuge, which will seriously affect social stability and the production and life of the people. Due to the large volume and complex structural system of high-rise buildings, the economic cost and time cost of post-earthquake repair and reinforcement will be significantly higher than those of low- and medium-rise buildings. For some important high-rise buildings as urban commercial or financial centers, the loss of business suspension caused by earthquake damage may exceed the cost ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04C3/04E04B1/98
Inventor 纪晓东马琦峰钱稼茹潘鹏
Owner TSINGHUA UNIV
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