Energy dissipation and shock absorption type fabricated beam-column joint

A beam-column joint and assembly technology, which is applied in the direction of earthquake resistance, building types, protective buildings/shelters, etc., can solve the problem of unfavorable joint connection with small stiffness of angle steel, the inability to realize strong joints and weak members, energy consumption and friction of steel plate deformation The energy consumption mechanism is difficult to achieve the effect of optimizing the force transmission mechanism, avoiding local damage, and dissipating seismic energy

Pending Publication Date: 2022-05-13
QINGDAO TENGYUAN DESIGN ACCOUNTANTS CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The defect of this technical solution is that it is difficult to realize the mechanism of steel plate deformation energy consumption and fricti

Method used

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  • Energy dissipation and shock absorption type fabricated beam-column joint
  • Energy dissipation and shock absorption type fabricated beam-column joint
  • Energy dissipation and shock absorption type fabricated beam-column joint

Examples

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Embodiment

[0047] refer to figure 1 , an energy-dissipating and shock-absorbing fabricated beam-column joint; refer to Figure 2 to Figure 7 , including vertical prefabricated column 1 and horizontal prefabricated beam 2, prefabricated column 1 and prefabricated beam 2 are connected; refer to Figure 8 , a frictional energy dissipation assembly is set between the two, and the frictional energy dissipation assembly includes a gear arm 13 and a gear composite 15; refer to Figure 9 At least one of the prefabricated column 1 and the prefabricated beam 2 is equipped with a gear composite 15, the gear composite 15 meshes with the rack, and the rack is arranged on the gear arm 13; the gear arm 13 is provided with a limit groove 14, the limit groove A position-fixed stop pin 12 is set in 14 . That is, the gear arm 13 and the gear compound 15 are effectively meshed by setting the frictional energy dissipation components. When the prefabricated beam 2 is vertically deformed, the gear arm 13 dri...

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Abstract

A prefabricated column and a prefabricated beam are connected, and a friction energy dissipation assembly is arranged between the prefabricated column and the prefabricated beam; the friction energy dissipation assembly comprises a gear arm and a gear composite part, the gear composite part is installed on at least one of the prefabricated column and the prefabricated beam, the gear composite part is meshed with a rack, and the rack is arranged on the gear arm; a limiting groove is formed in the gear arm, and a limiting bolt pin with a fixed position is arranged in the limiting groove; the metal energy dissipation assembly achieves energy dissipation through beam-column joint deformation and metal energy dissipation sheet extrusion, the composite energy dissipation benefit of combining friction energy dissipation and metal energy dissipation can be achieved, earthquake energy is dissipated, a component is protected against damage, and the composite energy dissipation performance can be recovered after an earthquake. And the self-resetting capability can be realized by applying pre-stress by combining a pre-stress assembly, and the earthquake isolation effect can be achieved through the rubber shock isolation pad.

Description

technical field [0001] The invention belongs to the technical field of assembled joints, and in particular relates to an energy-dissipating and shock-absorbing assembled beam-column joint. Background technique [0002] The existing connection methods of fabricated concrete beam-column joints are divided into wet connection and dry connection. Or welding and other methods to connect the prefabricated components into a whole. Among them, the dry connection can also be made of tongue and groove connection, that is, the notched beam is directly spliced ​​with the column with the corbel. In order to strengthen the bearing capacity of the connection part, it is generally strengthened by welding and forming of pre-embedded steel plates and built-in steel. However, under the action of horizontal force, the lateral resistance of this node is poor, and the connection part may fail under the action of an earthquake, resulting in huge losses and directly endangering the overall safety ...

Claims

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Application Information

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IPC IPC(8): E04B1/21E04B1/22E04B1/98E04H9/02
CPCE04B1/21E04B1/22E04B1/98E04H9/021E04H9/025
Inventor 宗晨晨齐太阳张吉明赵齐旗高旭李远洋
Owner QINGDAO TENGYUAN DESIGN ACCOUNTANTS CO LTD
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