Container skirt
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Could you send me some drawings for the skirt types of containers – those related to the skirts of containers (towers and storage tanks)? Currently, the equipment manufacturing plants offer too many different types of skirts, and I would like to choose a better, unified type of skirt. Thank you!
Is there a standard for the skirt base? Only the foot bolt seat structure for the skirt base is standardized
There is no unified skirt base. There is no issue of good or bad; it’s simply the standard dimensions for the skirt base structure, which are also recommended. For each device, it is necessary to perform calculations through stress verification
Where can I find an introduction to anchor bolts?
The skirt base is determined based on factors such as the container’s height, diameter, and wind load; choosing a uniform design would result in material waste.
Are there any unified standards for skirt bases as well?
There are standard specifications for the skirt, but it can be designed as a non-standard version when other components of the equipment interfere with it
There is no standard; only references are available. Each device must be designed based on the specific process conditions, and it cannot be applied mechanically – such an approach is not rigorous.
The type can be the same, but the specific parameters will certainly vary greatly depending on different designs and natural conditions!
Reference can be made to page 59 of JB/T 4710-2005, but there is no standard, and none can exist either, due to the many variable conditions.
There is no standard skirt base; design calculations are required. The design can be carried out in accordance with JB/T4710 or HG/T21618. The foundation bolts are determined by wind loads and seismic loads
The skirt base is always designed without any standards; JB/T4710 provides some recommendations regarding the dimensional specifications of the anchor bolts
There is no standard for the skirt base; it can only be calculated based on the load conditions. (For example: for the same equipment, the calculation results for the skirt base vary in different regions due to differences in seismic intensity.)
There are some data in the design specifications for HG20652 towers
Isn’t the book introducing various skirt seats? Why is a unified skirt seat still needed? Everyone who works with equipment has a book on the equipment components, which provides a detailed description of the skirt bases.
The skirt base is generally determined based on design requirements; of course, other sources of information can also be used to determine its shape.