Design of large-scale solid waste chemical salt storage tanks
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With a diameter of 26 meters and a height of 12 meters, it is used for storing solid waste, chemical salts, and powdered materials under normal pressure. The design should be based on standard 50341. I would like to ask the experts: 1. Is this equipment suitable for this design method? 😓 2. If not, which standard should be used for the design? In my opinion, storing liquid materials and powdered materials in the same type of equipment subjects it to different stresses; therefore, this equipment is not suitable for 50341
50341 is used for holding liquids; how can the contents be unloaded from its flat bottom? Solid waste should be stored in silos!
It should be designed as a solid material silo
Do you need to unload the material? Or should it be designed as a solid material silo?
Structurally, it is very difficult to unload solid materials from tanks with flat bases on foundations, and loading and unloading are quite troublesome. From a design perspective, the pressure exerted by solids on the surrounding wall panels, as well as the shaking during earthquakes, have a significantly different effect on the liquid. Therefore, it is not recommended to design it according to 50341.
It certainly does not apply; GB50341 is only applicable to liquid materials. Design can be carried out by referring to NB/T47003.2 or GB50884