Assembly-type multi-storey steel special-shaped column framework-steel plate shear wall structure system

A technology of steel plate shear walls and steel special-shaped columns, which is applied to walls, building components, building structures, etc., can solve the problems that the lateral rigidity is difficult to meet the requirements, affect the safety performance of buildings, and the quality of welds is not suitable for control, etc., to achieve The effect of reducing construction waste, reducing fire, and increasing net height

Inactive Publication Date: 2013-09-04
BEIJING UNIV OF TECH
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Problems solved by technology

A lot of welding is used in the construction of traditional steel structure residential buildings, the construction speed is slow, and the pollution to the environment is serious. The most important thing is that the quality of the welds is not suitable for control, which seriously affects the safety performance of the building.
[0004] In the traditional steel frame structure system, the lateral rigidity of the

Method used

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  • Assembly-type multi-storey steel special-shaped column framework-steel plate shear wall structure system
  • Assembly-type multi-storey steel special-shaped column framework-steel plate shear wall structure system
  • Assembly-type multi-storey steel special-shaped column framework-steel plate shear wall structure system

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Embodiment Construction

[0062] The present invention is described in detail below in conjunction with accompanying drawing:

[0063] as attached figure 1 As shown, the splicing position of the assembled truss plate of the present invention is set in the middle of the main girder, where the shear force and bending moment are relatively small. From the perspective of structural mechanics, the setting of the splicing position is reasonable.

[0064] as attached figure 2 As shown, in the assembled multi-story steel special-shaped column frame-steel plate shear wall structural system of the present invention, the beam involved is a truss beam composed of channel steel splicing, including upper and lower chords I1 and webs 2, wherein The upper and lower chords I1 and web 2 are both made of channel steel, and are divided into single channel steel beams and double channel steel beams. The channel steel beams are provided with connecting holes at a fixed distance, so that the two single pieces can be bolted...

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Abstract

The invention discloses an assembly-type multi-storey steel special-shaped column framework-steel plate shear wall structure system, and relates to the technical field of structural engineering. The assembly-type multi-storey steel special-shaped column framework-steel plate shear wall structure system comprises an assembly-type truss plate, assembly-type special-shaped columns and a steel plate shear wall component. The assembly-type truss plate comprises a lattice truss girder provided with a steel channel web member, and a floor slab. The assembly-type truss plate is prefabricated in a plant. On a construction site, the assembly-type truss plate is spliced with a flange plate of the assembly-type special-shaped columns through a beam-end blanking plate of the assembly-type truss plate. The assembly-type special-shaped columns are spliced on site through bolts between storeys to form a multi-storey truss plate steel framework structure. One the basis of the steel framework structure, a steel plate shear wall is connected to the truss girder in a beam and slab layer of the steel framework structure or the bottom or the top of each column and used as a lateral load resistance component. The assembly-type truss plate, the assembly-type special-shaped columns and the steel plate shear wall component are all prefabricated in the plant and assembled through bolts on the construction site.

Description

technical field [0001] The invention relates to an assembled multi-high-rise steel special-shaped column frame-steel plate shear wall structure system, which belongs to the technical field of structural engineering. Background technique [0002] my country's annual urban and rural housing area is 2 billion square meters, of which more than 80% are high-energy buildings, and the energy consumption per unit building area in my country is more than twice that of developed countries. According to the statistics of the China Iron and Steel Association, in 2011, my country's steel output exceeded 700 million tons, ranking first in the world's steel output for 16 consecutive years. Our country is less than 4%. As the country with the largest construction scale and steel output in the world, China lags behind seriously in the development of steel structures for houses (including residences). [0003] At present, the systematic research on high-rise steel structure residences at hom...

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Application Information

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IPC IPC(8): E04B1/38E04B1/58E04B1/19E04B1/24E04B2/56
Inventor 刘学春惠怡张爱林马靖曹明徐阿新
Owner BEIJING UNIV OF TECH
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