The design method of the middle column in the dust collector box wall panel-rectangular tube column structure
A technology of intermediate columns and design methods, applied in design optimization/simulation, geometric CAD, etc., can solve the problems of not considering wallboards, increasing intermediate column consumables, waste, etc., and achieve the effect of reducing costs, saving consumables, and reducing consumables
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Embodiment 1~24
[0059] Examples 1-24: Destruction mechanism of the middle column of the dust collector box under axial pressure
[0060] The present embodiment is as follows to the research method of axial pressure failure mechanism:
[0061] Such as figure 1 As shown, in the dust collector box corrugated board wallboard-rectangular tube column structure system, when the middle column bears axial pressure on the top, the load is not only transmitted to the middle column, but also part of the load is transmitted to the beam and wall panel , and the wall panels on both sides of the column of the box can give the column a large lateral support to prevent its instability. Therefore, the failure form of the middle column is strength failure; image 3 As shown, there are many possible relative connection positions between the middle column and the wallboard in actual engineering. Therefore, when considering the failure mode of the middle column, it is necessary to comprehensively consider various ...
Embodiment 1~3
[0069] Examples 1 to 3: Three different models of Model B, Model C and Model E were taken for analysis. The dust collector box is a perfect structural model. When applying loads to the built finite element model, the wall panel Skin effect, the wall plate will bear part of the load for the column, therefore, the axial load N applied on the top of the column top , it is possible to exceed N cy .
[0070] The finite element ultimate bearing capacity analysis of the perfect structures of Model B, Model C and Model E shows that: (1) Under the axial load, the stress area on the column is mainly concentrated on the top of the column, and the top of the column can realize The entire section reaches the yield strength; (2) For the wall panel, the stress in the area near the column is much greater than the stress in the area away from the column, because the wall panel near the column bears part of the load for the column and plays a larger role. Strong skin effect; (3) The column ma...
Embodiment 4~6
[0072] Embodiments 4 to 6: Considering the influence of the overall bending geometric defect of the upper span of the middle column for Model B, Model C and Model E, the stability coefficients of the three models are also greater than 1 according to calculations, and the load-displacement curves are as follows Figure 11 As shown, it can be obtained that the entire section of the middle column yields, and the lateral deformation is very small, and the failure of the middle column when the upper span is bent as a whole is not an instability failure.
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