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Cold-formed thin-walled double-legged trapezoidal cross section lacing bar type composite steel column

A cold-formed thin-walled, trapezoidal cross-section technology, applied in the direction of columns, piers, pillars, etc., can solve the problems of inability to guarantee the design work and construction work effect, increase the difficulty of welding construction, poor welding quality, etc., and achieve excellent out-of-plane Stiffness and buckling resistance, obvious resistance to deformation, material saving effect

Pending Publication Date: 2019-03-26
SHENYANG JIANZHU UNIVERSITY
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, at present, some problems often occur during the design and construction of steel structures, and the design work and construction work effect cannot be guaranteed. Because the plate thickness of cold-formed thin-walled components is small, the welding construction is more difficult and the quality is not easy to guarantee. Poor weld quality leading to premature component failure

Method used

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  • Cold-formed thin-walled double-legged trapezoidal cross section lacing bar type composite steel column
  • Cold-formed thin-walled double-legged trapezoidal cross section lacing bar type composite steel column
  • Cold-formed thin-walled double-legged trapezoidal cross section lacing bar type composite steel column

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Embodiment Construction

[0024] A specific embodiment of the present invention will be described in detail below in conjunction with the accompanying drawings, but it should be understood that the protection scope of the present invention is not limited by the specific embodiment.

[0025] like figure 1 and Figure 4 As shown, the present invention discloses a cold-formed thin-walled double-legged trapezoidal section-attached strip composite steel column, including: a cold-formed thin-walled trapezoidal steel column 10 , strips 20 , and connectors 30 . The above-mentioned cold-formed thin-walled trapezoidal steel columns include: left cold-formed thin-walled trapezoidal steel columns 11, right cold-formed thin-walled trapezoidal steel columns 12; A plurality of horizontal strips 22 with the same length; the connecting piece 30 can be a self-tapping screw, a self-tapping self-drilling screw or a nail.

[0026] Specifically, the hypotenuses of two cold-formed thin-walled trapezoidal steel columns are ...

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Abstract

The invention discloses a cold-formed thin-walled double-legged trapezoidal cross section lacing bar type composite steel column. The cold-formed thin-walled double-legged trapezoidal cross section lacing bar type composite steel column is formed by fixedly connecting two cold-formed thin-walled trapezoidal steel columns through lacing bars. The cold-formed thin-walled trapezoidal steel columns are made of cold-bent rolled steel sheets, and the oblique sides of the two steel columns are placed in parallel. The two cold-formed thin-walled trapezoidal steel columns are fixed to a steel column byusing the lacing bars through connecting pieces to form an integral stable system. According to the arrangement of the lacing bars, the oblique lacing bars are placed at a certain angle of 30 degrees-60 degrees with the vertical direction and in a splayed shape, and one horizontal lacing bar is arranged between every two oblique lacing bars. The cold-formed thin-walled double-legged trapezoidal cross section lacing bar type composite steel column has the advantages of light self-weight, steel saving, safe and reliable structure, good structural stability, industrial production, short construction period and good economic benefits. The novel cold-formed thin-walled trapezoidal steel composite column can obtain greater flexural capacity, shear capacity and non-deformability, and can meet the application of higher loads.

Description

technical field [0001] The invention relates to the technical field of building profiles, in particular to a cold-formed thin-walled double-leg trapezoidal section-studded composite steel column. Background technique [0002] With the development of the country, the output of steel products has gradually increased, and the speed of industrial development has accelerated. The design and construction of steel structures have received extensive attention and attention. At present, the cold-formed thin-walled light steel structure system is developing rapidly in our country. Compared with the traditional steel structure system, the cold-formed thin-walled light-weight steel structure system saves more steel, less on-site welding work, less construction pollution, the overall structure is light and high-strength, the overall stability is good, and the economic benefits are obvious. However, at present, some problems often occur during the design and construction of steel structu...

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Application Information

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IPC IPC(8): E04C3/32
CPCE04C3/32
Inventor 金路孙大为张岩赵思琪于丰佼陈立平马云思石彬蔡子宪张鸣一向鹏
Owner SHENYANG JIANZHU UNIVERSITY