Large-scale stress outer panel skin net-shell vertical storage tank
A technology of vertical storage tanks and skin nets, which is applied to large containers, containers, packaging, etc., can solve the problems that ordinary steel plates cannot be used to build large storage tanks, and achieve the effects of unique appearance, simple construction, and fast construction speed
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Embodiment 1
[0028] Combine figure 1 , figure 2 As shown, the large-scale stress-skinned net shell vertical storage tank of this embodiment is a cylindrical open tank, with a steel plate bottom plate 1 and a steel plate wall 2 on the inner layer, and a layer of mesh outside each of the steel plate bottom plate 1 and the steel plate wall 2 Shell 3, reticulated shell 3 and steel siding 2 have the same height, which is a steel siding structure that all adopts reticulated shell 3. The reticulated shell 3 has a uniform cross-section from bottom to top. Of course, variable cross-sections can also be used, that is, lower thickness and upper thickness. Thin; the node 5 connecting the reticulated shell 3 with the bottom plate 1 and the wall plate 2 is a hemispherical node, the node can also be designed as a global node, and the reticulated shell 3 and the bottom plate 1 and the wall plate 2 are all welded together by hemispherical nodes. The reticulated shell 3 is a spatial rod system structure form...
Embodiment 2
[0032] Combine image 3 , Figure 4 As shown, the structure of this embodiment is different from Example 1 in that the wall structure of the evacuated quadrangular pyramid reticulated shell is adopted. The figure shows a single-cell evacuated form, and other evacuated forms can also be used as required; the thickness of the reticulated shell 3 The ratio to the diameter is 1 / 45. At this time, the wind-resistant ring of the upper steel plate panel 2 is reinforced by a single-thrust three-dimensional truss. The other structure is the same as the first embodiment.
Embodiment 3
[0034] Combine Figure 5 , Image 6 As shown, this embodiment adopts a part of the wall structure of the reticulated shell. The height of the reticulated shell 3 outside the steel siding 2 is smaller than the height of the steel siding 2. At this time, the size of the reticulated shell 3 can be determined according to the design and construction requirements. Cover height; there is a layer of net shell 3 outside the entire steel plate bottom plate 1. The reticulated shell 3 adopts the cone unit as a quadrangular pyramid, which can be prefabricated in the factory and installed with steel plate on site; the reticulated shell 3 adopts a quadrangular pyramid type, the ratio of the thickness to the diameter of the reticulated shell 3 is 1 / 40. At this time, the wind-resistant ring of the upper steel plate siding 2 can be in the form of a single truss.
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