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Node with buckling-restrained braced connecting plate penetrating through beam column and manufacturing method thereof

A buckling constraint, beam-column joint technology, applied in building components, earthquake resistance, building types, etc., can solve problems such as cumbersome operations, complex force transmission between buckling constraint support and steel beam-column, and inability to ensure the integrity of joint connection, and achieve simple force transmission. Effect

Pending Publication Date: 2019-11-08
MCC TIANGONG GROUP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] The buckling restrained brace is connected to the node of the steel beam column. The conventional method is that the buckling restrained brace connecting plate is welded on the outside of the steel beam column and runs through the steel beam column corbel, and the corresponding strengthening plate is set inside the steel beam column, and the corresponding position of the steel beam column corbel is set A diaphragm, this structure makes the force transmission between the buckling restrained support and the steel beam column complicated, and the integrity of the joint connection cannot be guaranteed, and the operation is cumbersome

Method used

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  • Node with buckling-restrained braced connecting plate penetrating through beam column and manufacturing method thereof
  • Node with buckling-restrained braced connecting plate penetrating through beam column and manufacturing method thereof
  • Node with buckling-restrained braced connecting plate penetrating through beam column and manufacturing method thereof

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Embodiment Construction

[0037] Below in conjunction with embodiment and accompanying drawing, the present invention will be further described:

[0038] A buckling-restrained bracing connecting plate penetrates the beam-to-column joint, such as Figure 1-6 As shown, it includes a Japanese-shaped steel column 10 , an internal stiffening structure 20 of the steel column, a buckling-constrained bracing connection structure 30 and a box-shaped beam 40 . Among them, the internal stiffening structure 20 of the steel column is embedded in the inside of the Japanese-shaped steel column 10 and is arranged perpendicular to the Japanese-shaped steel column 10; The interior of the shaped steel column 10 is fixedly connected to the internal stiffening structure 20 of the steel column; the box beam 40 is placed outside the Japanese-shaped steel column 10 and runs through the upper end of the buckling-constrained support connection structure 30 to be connected and fixed to the outer wall of the Japanese-shaped steel...

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Abstract

The invention provides a node with a buckling-restrained braced connecting plate penetrating through a beam column. The node with the buckling-restrained braced connecting plate penetrating through the beam column comprises a steel column shaped like a Chinese character "ri", a steel column interior stiffening structure, a buckling-restrained braced connecting structure and a box girder. The steelcolumn interior stiffening structure is embedded inside the steel column shaped like the Chinese character "ri" and arranged perpendicular to the steel column shaped like the Chinese character "ri".The buckling-restrained braced connecting structure comprises a connecting plate and an outer connection plate which are arranged in an integrally connected manner. One end of the connecting plate penetrates through the steel column shaped like the Chinese character "ri" and is connected with the steel column interior stiffening structure in a clamped and fixed manner and is in contact with the inner side wall of the steel column shaped like the Chinese character "ri". The other end of the connecting plate is arranged in a manner that the other end of the connecting plate is outward-bulging onthe outer wall of the steel column shaped like the Chinese character "ri". The outer connection plate is arranged in an outward-extending manner along the end face of the side, away from the steel column shaped like the Chinese character "ri", of the connecting plate. The outer connection plate and the connecting plate are connected side by side. The box girder penetrates through the outer connection plate and is arranged perpendicular to the connecting plate. One end of the box girder is connected with the outer wall of the steel column shaped like the Chinese character "ri". The invention further provides a manufacturing method for the node with the buckling-restrained braced connecting plate penetrating through the beam column. The node with the buckling-restrained braced connecting plate penetrating through the beam column is simple in design and structure, easy to operate and high in universality; and force transferring is simpler.

Description

technical field [0001] The invention belongs to the technical field of building steel structure installation, and in particular relates to a buckling-constrained support connecting plate penetrating beam-column joints and a manufacturing method thereof. Background technique [0002] The buckling restrained brace is connected to the node of the steel beam column. The conventional method is that the buckling restrained brace connecting plate is welded on the outside of the steel beam column and runs through the steel beam column corbel, and the corresponding strengthening plate is set inside the steel beam column, and the corresponding position of the steel beam column corbel is set This structure complicates the force transmission between the buckling-constrained brace and the steel beam-column, and cannot guarantee the integrity of the joint connection, making the operation cumbersome. Contents of the invention [0003] The problem to be solved by the present invention is ...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/98E04H9/02
CPCE04H9/021E04H9/024
Inventor 付长波武耀
Owner MCC TIANGONG GROUP
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