Structure and method for strengthening stability of H-section upright
A technology of stability and column, which is applied in the structural field of enhancing the stability of the H-shaped section column, can solve the problems of instability and damage of the column column of the dust collector box, low utilization rate of material strength, and reduction of the design section of the column, etc., to achieve processing and production Convenience, increase the carrying capacity, improve the effect of stable carrying capacity
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Embodiment 1
[0035] The thickness t of the wall panel of the dust collector box is 7mm, the width w of the wall panel is 3500mm, the spacing s of the angle steel stiffener is 1170mm, and a horizontal support is provided every three stiffener spacings (the spacing of the lateral support is l=3s), the total height of the column H is 11990mm, and the column section is H200mm×150mm×6mm×9mm (section height h×flange width b f × web thickness t w × Flange thickness t f ).
[0036] When the lateral load is small, the initial bending and torsion deformation of the column section is constructed within the range of 0-0.08l below the column top; when the lateral load is large, the initial bending and torsion deformation is constructed within the range of 0.24l-0.32l. Calculate the bearing capacity of the column when the lateral load is 3000Pa and 9000Pa, and the stable bearing capacity before the stability of the column is enhanced is shown in Table 1.
Embodiment 2
[0038] Using the model parameters in Example 1, the stability-enhancing construction measures are adopted for the column simulation, and the thickness of the reinforced steel plate is t s and the thickness of the L-shaped diaphragm t Ls It is 1 time of the thickness of the column flange, and the width of the reinforced steel plate is b s It is 0.5 times the width of the column flange, and the reinforcement section is the first stiffener section. The stable bearing capacity after the column stability is enhanced is shown in Table 1.
Embodiment 3 and Embodiment 4
[0040] Compared with Example 2, Example 3 and Example 4 only changed the width of the reinforced steel plate in the stability-enhancing structure, and the specific structural parameters and the comparison of the stable bearing capacity of the column are shown in Table 1.
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