Anti-buckling steel plate seismic shear wall provided with stiffening ribs

A stiffening rib, steel plate wall technology, applied in earthquake-proof, wall, building components and other directions, can solve the problems of high transportation and installation requirements, complex connections, etc., and achieve the effect of improving shear bearing capacity, clear functions, and high degree of industrialization

Active Publication Date: 2016-10-12
HANGZHOU TONGMSK DESIGN CO LTD
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

This kind of structural connection is complicated, and the finished components need to be made in the factory, and the transportation and installation requirements are high.

Method used

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  • Anti-buckling steel plate seismic shear wall provided with stiffening ribs
  • Anti-buckling steel plate seismic shear wall provided with stiffening ribs
  • Anti-buckling steel plate seismic shear wall provided with stiffening ribs

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0040] like figure 1 and figure 2 As shown, the embodiment includes a steel plate wall 3, a transverse stiffener 4, a vertical stiffener 5, a steel column 1 and a steel beam 2, the steel beam 2 adopts an H-shaped steel beam, and the steel plate wall 3 is placed by the steel column 1 and the steel beam In the frame formed by 2, the steel plate wall 3 is welded with steel beam 2 and steel column 1 around.

[0041] The steel plate shear wall bears the horizontal shear force. The surface of both sides of the steel plate wall 3 is evenly spaced and fixed with multiple transverse stiffeners 4. The transverse stiffener 4 is made of T-shaped steel. The wing plate of the T-shaped steel is parallel to the steel plate wall 3. The T-shaped steel The web is perpendicular to the steel plate wall 3. The T-shaped steel can be welded by two steel plates, one as a web and the other as a wing, one end of the web is welded to the middle of the wing to form a T-shaped steel, and the other end i...

Embodiment 2

[0045] like figure 1 and image 3 As shown, the embodiment includes a steel plate wall 3, a transverse stiffener 4, a vertical stiffener 5, a steel pipe concrete column and a steel beam 2, the steel beam 2 adopts a box beam, and the steel plate wall 3 is placed by the steel pipe concrete column and the steel beam 2 In the formed frame, the steel plate wall 3 is welded with the steel beam 2 and the steel pipe concrete column around.

[0046] The steel plate shear wall bears the horizontal shear force, and the surfaces of both sides of the steel plate wall 3 are evenly spaced and fixed with multiple transverse stiffeners 4, the transverse stiffeners 4 are made of steel plates, the steel plates are placed horizontally, and the long sides of the steel plates are welded to the surface of the steel plate wall 3 .

[0047] A plurality of vertical stiffeners 5 are fixed at horizontal intervals between the T-shaped steels. The vertical stiffeners do not bear other forces. The vertica...

Embodiment 3

[0050] Including steel plate wall 3, transverse stiffener 4, vertical stiffener 5, steel column 1 and steel beam 2, steel beam 2 adopts H-shaped steel beam, and steel plate wall 3 is placed in the frame formed by steel column 1 and steel beam 2 , steel plate wall 3 is welded with steel beam 2, steel column 1 around.

[0051] The steel plate shear wall bears the horizontal shear force. The steel plate wall 3 is divided into two or three pieces along the height. The T-shaped steel on both sides of the steel plate wall 3 is replaced by the same I-shaped steel. The upper and lower steel plate walls 3 are welded to the I-shaped steel. .

[0052] The steel plate wall 3 and the web of the steel girder 2 are connected to form the same steel plate, and the flange of the steel girder 2 is welded on the steel plate.

[0053] The two sides of the steel plate wall 3 are evenly spaced and fixed with a plurality of transverse stiffeners 4 at intervals up and down. The transverse stiffeners ...

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PUM

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Abstract

The invention discloses an anti-buckling steel plate seismic shear wall provided with stiffening ribs. The anti-buckling steel plate seismic shear wall comprises a steel plate wall, horizontal stiffening ribs, vertical stiffening ribs, steel columns and steel girders, wherein the steel plate wall is arranged in a frame formed by the steel columns and the steel girders, and the multiple horizontal stiffening ribs are uniformly fixed on two side wall surfaces of the steel plate wall at vertical intervals and horizontally welded on the steel plate wall; the multiple vertical stiffening ribs are fixed between the horizontal stiffening ribs at horizontal intervals and are vertically arranged, and upper ends and lower ends of the vertical stiffening ribs are welded with the horizontal stiffening ribs; a gap is reserved between each vertical stiffening rib and the steel plate wall. According to the anti-buckling steel plate seismic shear wall provided with the stiffening ribs, overall buckling and local buckling of the steel plate wall can be prevented, so that the steel plate wall can only yield, and the shear capacity and the severe earthquake energy dissipation performance of the steel plate wall are improved; the anti-buckling steel plate seismic shear wall is simple in structure and reasonable in stress, can bear horizontal force under the action of the earthquakes, and is convenient to construct and high in degree of industrialization.

Description

technical field [0001] The invention relates to an anti-seismic wall of a buckling-resistant steel plate with stiffening ribs, which belongs to the technical field of building structure engineering and can be widely used in lateral force-resistant systems of various steel structure buildings. Background technique [0002] In the steel structure of high-rise buildings, the anti-lateral force systems used to resist horizontal forces such as wind loads and earthquakes mainly include concrete shear walls, steel supports, and steel plate shear walls. [0003] The concrete shear wall is used together with the steel structure, which is a hybrid structure. Relying on the concrete shear wall to provide lateral stiffness and withstand horizontal force, the requirements for the lateral movement of the structure are strict, and the advantages of the steel structure's good lateral ductility cannot be brought into play. [0004] The steel support has good lateral force resistance performa...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E04B2/00E04H9/02E04B1/98
CPCE04B2/00E04H9/021
Inventor 童根树景亭
Owner HANGZHOU TONGMSK DESIGN CO LTD
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