Do vertical pressure vessels have requirements for foundations?
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Are there any special requirements for the foundation of vertical pressure vessels? Such as height and load strength, etc.?
There are requirements regarding verticality; of course, settlement of the foundation and things like that are also not allowed.
Who has any specifications regarding the foundation for vertical pressure vessels? Please share them if you have.
For design purposes, the provisions of HGT20643-1998 on the basic design of chemical equipment should be referred to. For construction and acceptance aspects, the SHT 3510-2017 standards for the quality acceptance of concrete foundation construction for petrochemical equipment are applicable. The practical training materials for first-class constructors (mechanical and electrical engineering) can also be used as a reference