Prefabricated steel plate shear wall system with two anti-seismic defense lines

A steel plate shear wall, fabricated technology, applied in the direction of walls, earthquake-proof, protective buildings/shelters, etc., can solve the problems of insufficient lateral force resistance and energy dissipation performance, large welding workload, buckling, etc.

Pending Publication Date: 2020-06-09
CHONGQING UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] Under the large load of the existing steel plate shear wall, the embedded steel plate is destroyed first, then the frame beam or the connection node between the frame beam and the frame column is destroyed, and finally the frame column is destroyed. In this failure mode , the connection nodes between frame beams and frame columns and the damage of frame beams have great uncertainty, and the connection nodes between

Method used

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  • Prefabricated steel plate shear wall system with two anti-seismic defense lines
  • Prefabricated steel plate shear wall system with two anti-seismic defense lines
  • Prefabricated steel plate shear wall system with two anti-seismic defense lines

Examples

Experimental program
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Effect test

Embodiment 1

[0076] see figure 1 , this embodiment discloses a prefabricated steel plate shear wall system with two anti-seismic defense lines, including two-legged hat-shaped cold-formed thin-walled steel columns 1, embedded steel plates 2, cold-formed thin-walled steel beams 3 and Cable-stayed steel belt 9.

[0077] The hat-shaped cold-formed thin-walled steel column 1 composed of two limbs includes two outer crimped channel steels 101, see Figure 17 , is a schematic diagram of the outer crimped channel steel 101. The cold-formed thin-walled steel beam 3 includes two cold-formed thin-walled profiled steel 301, see Figure 20 , The section of cold-formed thin-walled special-shaped steel 301 is L-shaped.

[0078] see figure 2 , the embedded steel plate 2 is a rectangular plate arranged vertically, and each side of the embedded steel plate 2 is provided with two outer crimped channel steels 101 and two cold-formed thin-walled special-shaped steels 301, and the two sides of each side ...

Embodiment 2

[0094] see Figure 5 , this embodiment discloses a prefabricated steel plate shear wall system with two anti-seismic defense lines, including two-legged hat-shaped cold-formed thin-walled steel columns 1, embedded steel plates 2, cold-formed thin-walled steel beams 3 and Prefabricated decorative reinforced mortar board 10.

[0095] The hat-shaped cold-formed thin-walled steel column 1 composed of two limbs includes two outer crimped channel steels 101, see Figure 17 , is a schematic diagram of the outer crimped channel steel 101. The cold-formed thin-walled steel beam 3 includes two cold-formed thin-walled special-shaped steels 301, and the cross-section of the cold-formed thin-walled special-shaped steels 301 is L-shaped. see Figure 20 , is a schematic diagram of cold-formed thin-walled special-shaped steel.

[0096] see Image 6 , the embedded steel plate 2 is a rectangular plate arranged vertically, and each side of the embedded steel plate 2 is provided with two out...

Embodiment 3

[0111] see Figure 9 , this embodiment discloses a prefabricated steel plate shear wall system with two anti-seismic defense lines, including a cold-formed thin-walled steel column 11 with an extended end welded closed, an embedded steel plate 2, and a cold-formed thin-walled steel beam 3 And cable-stayed steel belt 9.

[0112] see Figure 18 Or 19, the cold-formed thin-walled thin-walled steel columns 11 with extended ends welded and closed include square steel columns 1101 and welded steel plates 1102, two square steel columns 1101 are arranged at intervals, and each square steel column 1101 faces the other square steel column 1101 The side walls of each are connected with welded steel plates 1102, and the two welded steel plates 1102 are on the same vertical plane.

[0113] see Figure 10 , there is a vertically arranged embedded steel plate 2 between the two square steel columns 1101, the embedded steel plate 2 is a rectangular plate, and the embedded steel plate 2 is l...

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Abstract

The invention discloses a prefabricated steel plate shear wall system with two anti-seismic defense lines, and relates to the field of structural engineering. According to the technical scheme, two double-limb spliced cap type cold-formed thin-walled section steel columns or two welding closed cold-formed thin-walled section steel columns with extending ends are connected with two cold-formed thin-walled section steel beams to form a rectangular frame, an embedded steel plate is fixed in the rectangular frame through a plurality of self-tapping screws, and X-shaped cable-stayed steel belt setsor prefabricated mortar plates with decoration bars are arranged on the two sides of the rectangular frame. The prefabricated steel plate shear wall system with the two anti-seismic defense lines ishigh lateral stiffness, and the two anti-seismic defense lines are provided, so that the system has extremely high earthquake energy dissipation performance and excellent anti-seismic performance; andthe self-tapping screws or bolts are adopted for connection, prefabricated construction is convenient and fast, and the application prospect in the fields of multi-layer steel structure building earthquake resistance and industrial prefabricated structures is wide.

Description

technical field [0001] The invention relates to the field of structural engineering, in particular to an assembled cold-formed thin-walled steel structure. Background technique [0002] Cold-formed thin-walled steel structure is a new type of structural system widely used in Europe and the United States. Because the cold-formed thin-walled structure is easy for factory processing, on-site assembly construction and installation, short construction period, steel can be recycled, and has good economic benefits, it is in line with The design concept of green building has a great application prospect in the multi-storey residential building system. [0003] Under the large load of the existing steel plate shear wall, the embedded steel plate is destroyed first, then the frame beam or the connection node between the frame beam and the frame column is destroyed, and finally the frame column is destroyed. In this failure mode , the connection nodes between frame beams and frame col...

Claims

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Application Information

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IPC IPC(8): E04B2/56E04B2/58E04H9/02E04B1/98
CPCE04B1/98E04B2/56E04B2/58E04H9/021E04H9/024
Inventor 石宇徐磊王宇航周绪红王卫永
Owner CHONGQING UNIV
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