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Thin anti-buckling support component and connecting method thereof with frame

A buckling-resistant support and thin-shape technology, which is applied in building components, earthquake resistance, building construction, etc., can solve the problems of outer contour size limitation and reduction of building area utilization rate, and achieve reduction of outer contour size and space utilization rate The effect of increasing and reducing the building area

Pending Publication Date: 2017-11-07
BEIJING BRACE DAMPING TECH CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0005] The purpose of the present invention is to provide a thin anti-buckling bracing member to solve the current problems such as the limitation of the outer contour size of the anti-buckling bracing and its connecting gusset plate in the application of steel structure houses, resulting in a reduction in the usability of the building area.

Method used

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  • Thin anti-buckling support component and connecting method thereof with frame
  • Thin anti-buckling support component and connecting method thereof with frame
  • Thin anti-buckling support component and connecting method thereof with frame

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0044] image 3 Schematic diagram of the structure of the thin anti-buckling support member provided by the embodiment of the present invention at the first viewing angle; Figure 4 Schematic diagram of the second angle view of the thin anti-buckling support member provided by the embodiment of the present invention; Figure 5 for image 3 Sectional view at 3-3 in the center; Figure 6 for image 3 Sectional view at 2-2.

[0045] Such as image 3 , Figure 4 , Figure 5 and Figure 6 As shown, a thin anti-buckling support member is provided in this embodiment, and the thin anti-buckling support member includes an anti-buckling support 100 and two prefabricated wall panels 200, and the two prefabricated wall panels 200 are respectively arranged on both sides of the anti-buckling support 100;

[0046] The anti-buckling support 100 includes a flat support inner core 110 and at least two constraining steel plates 120 , and the constraining steel plates 120 are respectivel...

Embodiment 2

[0058] The thin anti-buckling support member provided in this embodiment is a further improvement on the thin anti-buckling support member provided in the first embodiment, and the technical solution described in the first embodiment also belongs to this embodiment.

[0059] Such as image 3 , Figure 4 , Figure 5 and Figure 6 As shown, a thin anti-buckling support member is provided in this embodiment, and the thin anti-buckling support member includes an anti-buckling support 100 and two prefabricated wall panels 200, and the two prefabricated wall panels 200 are respectively arranged on both sides of the anti-buckling support 100;

[0060] The anti-buckling support 100 includes a flat support inner core 110 and at least two constraining steel plates 120 , and the constraining steel plates 120 are respectively arranged on both sides of the flat support inner core 110 .

[0061] Specifically, the cross-section of the flat support inner core 110 is flat, including a flat...

Embodiment 3

[0073] Such as Figure 12 As shown, this embodiment provides a method for connecting a thin anti-buckling support member to a frame, comprising;

[0074] Step S1, a frame 300 is formed by the steel beams on the upper floor, the floor slab on this floor, and the columns on both sides, and the frame 300 is arranged outside the thin buckling-resistant support member described in Embodiment 1;

[0075] Step S2 , the two ends of the thin anti-buckling support member are respectively connected to the upper steel beam and the floor slab of this floor, so that there are gaps between the upper steel beam and the columns on both sides and the edge of the prefabricated wall panel 200 .

[0076] By using the connection method between the thin anti-buckling support member and the frame, the prefabricated wall panel 200 only acts as a partition wall and does not participate in the restraint of the anti-buckling support 100 .

[0077] In the connection method between the thin anti-buckling ...

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Abstract

The invention provides a thin anti-buckling support component and a connecting method thereof with a frame, and relates to the field of building structures. The thin anti-buckling support component comprises an anti-buckling support and two prefabricated wallboards; the two prefabricated wall boards are respectively arranged on two sides of the anti-buckling support; the anti-buckling support comprises a flat support inner core and two constraint steel plates; and the two constraint steel plates are respectively arranged on two side surfaces of the flat support inner core. The cross reinforced rib section of a traditional anti-buckling support end part is changed to a reinforced plate form, so that the size of the outer contour connected with the anti-buckling support end part can be greatly reduced, the outer counter size of the constraint components is reduced, the building area occupied by the prefabricated wallboards is reduced, and the building space utilization rate is increased.

Description

technical field [0001] The invention relates to the technical field of building structures, in particular to a thin anti-buckling support member and a connection method with a frame. Background technique [0002] Energy dissipation is one of the most effective means to reduce the seismic response of building structures and prevent them from collapsing in large earthquakes. The anti-buckling brace is currently being used as a new energy-dissipating and shock-absorbing component in civil and architectural structures. It provides lateral stiffness for the structure during small earthquakes, and enters yield to dissipate seismic energy during moderate and large earthquakes. A conventional anti-buckling support includes a support core 101' and a constraining member 102' wrapped around it. In order to ensure the stability of the connection, the end of the supporting inner core generally adopts a cross section, and passes through the gusset plate 103' with vertical stiffeners (suc...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B1/98E04H9/02E04B1/38
CPCE04B1/38E04H9/021
Inventor 赵俊贤陈若冰蔡泽鑫于海潮韩伟杜永山黄艳斌
Owner BEIJING BRACE DAMPING TECH CO LTD