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Replaceable energy-dissipating connection components for beam-to-column connections in fabricated concrete frames

A beam-column connection and component connection technology, applied in building components, protective buildings/shelters, building types, etc., can solve the problem of weakened ability to withstand loads and effects, loss of people's lives and properties, and reduced structural safety, etc. problems, to achieve the effect of simple repair, small maintenance scope and good energy consumption performance

Active Publication Date: 2022-02-01
SOUTHEAST UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The damaged engineering structure has weakened ability to bear loads and effects, deteriorated mechanical performance, and reduced structural safety.
Under the action of earthquakes that may occur in the future, it is more likely that the structure will lose its integrity due to the accelerated failure of the damaged parts, and in serious cases, it may collapse, causing huge losses of people's lives and property.

Method used

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  • Replaceable energy-dissipating connection components for beam-to-column connections in fabricated concrete frames
  • Replaceable energy-dissipating connection components for beam-to-column connections in fabricated concrete frames
  • Replaceable energy-dissipating connection components for beam-to-column connections in fabricated concrete frames

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Embodiment Construction

[0038] The specific implementation manner of the present invention will be described below by taking a possible embodiment of the present invention as an example.

[0039] The replaceable energy-dissipating connection assembly proposed by the present invention for the beam-to-column connection of the prefabricated concrete frame will be installed on the left end and / or right end of the beam, and on the upper side and / or lower side of the beam end. In this manual, installation on the upper side of the left end of the beam is taken as an example. When using this example, the left side of the beam is the column, and the column area within the beam height range is the column node area.

[0040] 1) Prefabricated components

[0041] In the component prefabrication stage, the anchor block 2 in the column is pre-embedded at the corresponding position connected in the node area of ​​the column, and its edge extends to the concrete surface of the column. The center of the anchor block ...

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Abstract

The present invention proposes a replaceable energy-dissipating connection assembly for beam-to-column connections of fabricated concrete frames. The upper side and / or the lower side of the end, including one or more energy-dissipating core steel plates (1) arranged side by side, an anchor block inside the column ( 2), the anchor block (3) in the beam located at the other end of the energy-dissipating core steel plate (1) and embedded in the corresponding position of the concrete at the beam end during the prefabrication stage, and the restraint system (4) surrounding the energy-dissipating core steel plate (1); The core steel plate (1) and the anchor block in the column (2) and the anchor block (3) in the beam are reliably connected to form a continuous force transmission component. The application of replaceable energy-consuming connection components meets the requirements of building industrialization development, has the advantages of mass production and rapid assembly construction, and at the same time greatly reduces the difficulty of post-earthquake repair of the structure.

Description

technical field [0001] The invention belongs to the field of construction engineering and relates to an assembled concrete frame structure, in particular to a replaceable energy-consuming connection assembly applied to the beam-column connection of the assembled concrete frame. Background technique [0002] In recent decades, prefabricated concrete structures have been favored by engineers more and more due to their characteristics of industrial production and prefabricated construction, and have been widely used and developed rapidly all over the world. With the in-depth study of performance-based seismic design theory, people have higher and higher requirements for the repairability of structures after earthquakes, and the research and application of high-ductility energy-dissipating components have received more and more attention. In countries and regions such as China, the practice of adding ductile energy-dissipating components to prefabricated structures has become in...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B1/98E04B1/21E04H9/02
CPCE04B1/21E04H9/021E04H9/025
Inventor 吴京谢鲁齐李春雨夏天阳孟少平
Owner SOUTHEAST UNIV
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