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Can hex bolts be used for the bolts in ASME Standard 600-pound flange connections? Are double-headed studs still necessary? Is it specified in the standards? Thank you, does anyone know how to help solve this? It’s urgent!
Such high pressure definitely cannot use hex head bolts; hex head bolts can only be used in low-pressure applications.
I also think it can’t be used, but what’s the basis for that? Is it specified in the standards?
ASME generally recommends using bolts rather than studs
Is it specified in the regulations? Is it still the *usual practice?
The only fastener standard recommended by ASME B16.5-2013 is ASME B18.2.1, which is a bolt standard. As for why the standard for double-headed studs is not included in the recommendations for flange standards, this is unknown. AI also recognizes double-headed studs
However, the diagram in ASME B16.5 showing the dimensions of 600# flanges includes only double-headed studs, while the diagrams for 150# and 300# show both bolts and double-headed studs. How should this be understood?
First of all, pressure-rated pipe fittings should be used; ordinary bolts do not meet this requirement.
Double-headed studs are used for connecting flanges of higher grades; this is a basic principle in design
This question is indeed hard to answer! But can we find the answer by looking at the torque force exerted on the bolt?…