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Open-hole buckling-resistant shear wall with buckling-restrained fishplate and its construction method

A buckling restraint, fishplate technology, applied in the direction of wall, earthquake resistance, building, etc., can solve the problems of reduced bearing capacity, easy protruding wall of hole edge components, weakened seismic performance of structure, etc., to achieve the effect of ensuring stability

Active Publication Date: 2022-06-07
HARBIN INST OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The purpose of the present invention is to solve the problem that the opening of the traditional buckling-resistant steel plate shear wall needs to be equipped with opening edge members, which additionally increases the opening size of the steel plate, resulting in the weakening of the structure’s seismic performance and lower bearing capacity, and the protruding edge of the opening. Wall problems, buckling-resistant shear walls with openings and construction methods with buckling-restrained fishplates

Method used

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  • Open-hole buckling-resistant shear wall with buckling-restrained fishplate and its construction method
  • Open-hole buckling-resistant shear wall with buckling-restrained fishplate and its construction method
  • Open-hole buckling-resistant shear wall with buckling-restrained fishplate and its construction method

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specific Embodiment approach 1

[0026] Embodiment 1: Combining Figure 1-Figure 11 Illustrating this embodiment, the opening anti-buckling shear wall with buckling restraint fishplate includes an upper frame beam 9 , a lower frame beam 10 , a left frame column 11 , a right frame column 12 and a plurality of plates 15 , it also includes two buckling restraint fishplates 1 and two opening steel plates 8; the upper frame beam 9, the lower frame beam 10, the left frame column 11 and the right frame column 12 form a rectangular frame, and two buckling restraint fishtails The plate 1 is vertically installed in the rectangular frame, and the two opening steel plates 8 are symmetrically arranged in the rectangular frame. Each plate body 15 is fixedly connected to the inner side wall of the rectangular frame. In this embodiment, the plate body 15 is a fish plate body.

specific Embodiment approach 2

[0027] Specific implementation mode 2: Combining figure 1 and Figure 11 Illustrating this embodiment, the opening anti-buckling shear wall with buckling restraint fishplate described in this embodiment, the buckling restraint fishplate 1 includes a core steel plate 2, an upper connecting support 4, a lower connecting support 5 and two Two double-limb restraint steel pipes 3; the inner core steel plate 2 is welded and installed on an opening steel plate 8; On the bottom end of the beam 9 , the lower connecting support 5 is welded and installed on the top end of the lower frame beam 10 . The inner core steel plate 2 is placed in the opening steel plate 8 flush with the edge of the opening, and the edge of the opening steel plate 8 extends a length of the thickness of the opening steel plate 8 compared with the inner core steel plate 2. Connected by long fillet welds. Other compositions and connection methods are the same as those in the first embodiment.

specific Embodiment approach 3

[0028] Specific implementation three: combination figure 1 , Figure 5 , Image 6 and Figure 11 Describing this embodiment, in the opening anti-buckling shear wall with buckling restraint fishplate described in this embodiment, the upper connecting support 4 includes a first upper connecting plate 4-1 and a second upper connecting plate 4-2; The first upper connecting plate 4-1 and the second upper connecting plate 4-2 are both machined with elliptical pin shaft holes, and the first upper connecting plate 4-1 and the second upper connecting plate 4-2 are welded and installed on the upper frame beam 9 On the bottom end, the inner core steel plate 2 and the opening steel plate 8 are installed between the first upper connecting plate 4-1 and the second upper connecting plate 4-2. There is a gap between the top of the double-limb restraint steel pipe 3 and the upper connecting support 4 , and the width of the gap is greater than 1 / 20 of the width of the inner core steel plate ...

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Abstract

Opening anti-buckling shear wall with buckling restraint fishplate and construction method thereof. The present invention relates to a shear wall and a construction method. The purpose of the present invention is to solve the problem that openings of steel plates in traditional anti-buckling steel plate shear walls need to be provided with openings. The edge member increases the opening size of the steel plate, which leads to the weakening of the structure's seismic performance and the reduction of bearing capacity, and the problem that the edge member of the opening is easy to protrude from the wall. It includes the upper frame beam, the lower frame beam, the left frame column, and the right frame. columns and multiple plate bodies, it also includes two buckling-constrained fishplates and two open-hole steel plates; the upper frame beam, lower frame beam, left frame column and right frame column form a rectangular frame body, and two The plate is vertically installed in the rectangular frame, and two holed steel plates are symmetrically arranged in the rectangular frame, and each holed steel plate is fixedly connected with a buckling restraint fishplate, and each holed steel plate is connected to the rectangular frame through multiple plates. The inner wall of the frame body is fixedly connected. The invention belongs to the field of building structures.

Description

technical field [0001] The invention relates to a shear wall and a construction method, in particular to an open-hole buckling-resistant shear wall with a buckling restraint fishplate and a construction method. Background technique [0002] The anti-buckling steel plate shear wall is a kind of lateral force resistance member obtained by setting the restraint members out of the plane of the traditional non-stiffened steel plate shear wall. The anti-buckling steel plate shear wall uses out-of-plane restraint members to restrain the buckling of the steel plate, so that the steel plate can resist the horizontal load in the state of in-plane shear, thereby achieving the purpose of improving the mechanical performance of the structure. The anti-buckling steel plate shear wall has the advantages of high rigidity, high bearing capacity, strong energy dissipation capacity, etc., and has excellent seismic performance, especially suitable for high-rise and super high-rise buildings. I...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E04B2/56E04B1/98E04H9/02
CPCE04B2/56E04B1/98E04H9/02
Inventor 郭兰慧侯健贾晨徐炎
Owner HARBIN INST OF TECH
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