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Prefabricated reinforcement concrete block T-shaped rib anti-buckling steel plate earthquake resistant wall

A technology of reinforced concrete and steel plate walls, which can be used in earthquake-proof, wall, building types, etc., can solve the problems of high transportation and installation requirements, complicated connections, etc., and achieve the effect of improving shear bearing capacity, clear functions, and reasonable stress.

Active Publication Date: 2016-08-31
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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  • Prefabricated reinforcement concrete block T-shaped rib anti-buckling steel plate earthquake resistant wall
  • Prefabricated reinforcement concrete block T-shaped rib anti-buckling steel plate earthquake resistant wall
  • Prefabricated reinforcement concrete block T-shaped rib anti-buckling steel plate earthquake resistant wall

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0040] This embodiment includes steel plate wall 3, prefabricated reinforced concrete block 6, T-shaped ribs, steel column 1 and steel beam 2, steel plate wall 3 is placed in the frame formed by steel column 1 and steel beam 2, and steel plate wall 3 is surrounded by Steel beam 2 and steel column 1 are fixedly welded.

[0041] Such as figure 1 As shown, the steel plate shear wall bears the horizontal shear force, and the T-shaped ribs are fixed on the walls on both sides of the steel plate wall 3 at parallel intervals along the horizontal direction to prevent the overall buckling of the steel plate wall. The T-shaped rib flange 4 and the steel plate wall 3 parallel, the specific implementation of the T-shaped rib can be welded by the T-shaped rib flange 4 and the T-shaped rib web 5, one end of the T-shaped rib web 5 is welded with the T-shaped rib flange 4, and the other end is welded with the steel plate wall 3 Together, the T-shaped rib web 5 is perpendicular to the steel p...

Embodiment 2

[0047] This embodiment includes steel plate wall 3, prefabricated reinforced concrete block 6, T-shaped ribs, steel column 1 and steel beam 2, steel plate wall 3 is placed in the frame formed by steel column 1 and steel beam 2, and steel plate wall 3 is surrounded by Steel beam 2 and steel column 1 are fixedly welded.

[0048] Such as Figure 4 As shown, the steel plate shear wall bears the horizontal shear force, and the T-shaped ribs are fixed on the walls on both sides of the steel plate wall 3 at parallel intervals along the vertical direction to prevent the overall buckling of the steel plate wall. The T-shaped rib flange 4 and the steel plate The walls 3 are parallel, and the specific implementation of the T-shaped rib can be welded by the T-shaped rib flange 4 and the T-shaped rib web 5, one end of the T-shaped rib web 5 is welded with the T-shaped rib flange 4, and the other end is welded with the steel plate wall 3 Together, the T-shaped rib web 5 is perpendicular to...

Embodiment 3

[0054] Such as figure 1 As shown, this embodiment includes a steel plate wall 3, prefabricated reinforced concrete block 6, T-shaped ribs, steel tube concrete columns and steel beams 2, the steel plate wall 3 is placed in the frame formed by the steel tube concrete columns and steel beams 2, and the steel plate wall 3 The surroundings are fixed and welded with steel beams 2 and concrete filled steel tube columns.

[0055] 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. . 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.

[0056] The T-shaped ribs are fixed on the walls on both sides of the steel plate...

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Abstract

The invention discloses a prefabricated reinforcement concrete block T-shaped rib anti-buckling steel plate earthquake resistant wall which comprises a steel plate wall, prefabricated reinforced concrete blocks, T-shaped ribs, steel columns and steel beams, wherein the steel plate wall is arranged inside a frame formed by the steel columns and the steel beams; the T-shaped ribs are uniformly fixed in parallel at intervals on two side wall surfaces of the steel plate wall in the horizontal or vertical direction; T-shaped rib flanges are parallel to the steel plate wall; T-shaped rib webs are perpendicular to the steel plate wall; the end surfaces of the T-shaped rib webs are welded with the steel plate wall; preserved T-shaped rib flanges are arranged on edges where the steel beams or the steel columns are connected with the steel plate wall; a space encircled by the T-shaped rib flanges, the T-shaped rib webs, the preserved T-shaped rib flanges and the steel plate wall is filled with the prefabricated reinforced concrete blocks. Under the action of an earthquake, the prefabricated reinforcement concrete block T-shaped rib anti-buckling steel plate earthquake resistant wall can bear the horizontal force, overall buckling and partial buckling of the steel plate wall can be prevented, the steel plate wall only has yield, the shear capacity, the anti-bending pressure resistance and the great earthquake energy consumption of the steel plate wall are improved, and the wall is simple in structure, reasonable in stress, convenient to construct and high in industrial degree.

Description

technical field [0001] The invention relates to a prefabricated reinforced concrete block T-rib anti-buckling steel plate anti-seismic wall, which belongs to the technical field of building structure engineering and can be widely used in the lateral force resistance 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 ...

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 童根树周耀彬
Owner HANGZHOU TONGMSK DESIGN CO LTD
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