Easy-to-repair assembly type steel structure beam-column joint with damper and mounting method
A beam-column joint and damper technology, which is used in building components, building structures, and building materials processing, etc., can solve problems that hinder the popularization and application of prefabricated steel structure residential systems, design and construction difficulties, lack of rectangular CFST columns and H In order to reduce the post-earthquake repair cost, facilitate processing and on-site installation, and simplify the joint form
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0047] Such as Figure 1-7 As shown, the bending damper 9 is an S-shaped bending damper, and the bending energy dissipation plate 11 is an S-shaped energy dissipation plate with a bending angle of 90 degrees. The S-shaped energy dissipation plate is provided with a gap at one end connecting the side plate 10 with the damper. Convenient high-strength bolt 8 installation. The damper connects the side plate 10 and the channel steel connector 4 at the beam end to leave a gap required for node rotation.
Embodiment 2
[0049] Such as Figure 8-11 As shown, the bending damper 9 is an S-shaped bending damper, the bending energy dissipation plate 11 is an S-shaped energy dissipation plate, and the bending angle is 60 degrees. The S-shaped energy-dissipating plate is provided with a gap at one end connecting the side plate 10 with a damper to facilitate the installation of the high-strength bolt 8 . The damper connects the side plate 10 and the channel steel connector 4 at the beam end to leave a gap required for node rotation.
Embodiment 3
[0051] Such as Figure 12-16 As shown, the curved damper 9 is a U-shaped curved damper, the curved energy dissipation plate 11 is a U-shaped energy dissipation plate, and the arc convex surface of the U-shaped energy dissipation plate faces the rectangular CFST column 1 . The space required for deformation is left between the U-shaped energy dissipation plate and the rectangular CFST column 1, and the damper connecting side plate 10 is only welded to one end of the U-shaped energy dissipation plate.
[0052] A method for installing beam-column joints of an easily repairable assembled steel structure with a damper, step (1): welding the plate-mounted connector 3 at the column end to both sides of the rectangular CFST column 1, and welding the channel-steel connector 4 at the beam end to the H The upper flange, lower flange and web end of the shaped steel beam 2;
[0053] Step (2): The column-end plate-mounted connector 3 is connected to the beam-end channel-steel connector 4 t...
PUM
| Property | Measurement | Unit |
|---|---|---|
| Bending angle | aaaaa | aaaaa |
| Bending angle | aaaaa | aaaaa |
Abstract
Description
Claims
Application Information
Login to View More 


