edwin16

Let other Pipers know:

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Viewing 6 posts - 1 through 6 (of 6 total)
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  • #3792
    edwin16
    Participant

    It sure helps, thank you.

    I still haven’t found the type of this flange but it puts me in the right direction. It is now clear to me that this must be a kind of compact flange.

    #3150
    edwin16
    Participant

    “On block valves”!??

    Not on block valves…I never mentioned block valves.
    They pipelines are connected to valve blocks. I mean (connection-) blocks where valves/servos etc are mounted to. It is partly visible on one of the photos.
    This is very common in the hydraulic industry.

    I’ve never encountered these “types” of flanges before

    Neither have I.
    Normally we use 3000/6000 psi square or SAE flanges (AVIT and/or STAUFF make) in the hydraulic industry but I’ve never seen these before.

    …with a “normal” type of flange

    Define “normal”. You mean “normal” DIN or ASME flanges? That’s very uncommon in the hydraulic industry.

    #3350
    edwin16
    Participant

    They are located on the valve blocks, in the pipeline and on the cilinders. It’s a (250 Bar) hydraulic system of a press located in Belgium, possibly delivered by a (American) vendor. The customer does not have any information of it.

    Edwin

    #3872
    edwin16
    Participant

    That’s totally clear. Thanks!

    #3870
    edwin16
    Participant

    What is an Re Value?

    Re = Yield strength

    #2872
    edwin16
    Participant

    [quote]Hello everybody,

    I have a question for you]

    Take a look at the calculation methods of (for example) British Standard BS5500, section 3 or DIN standard 2505 or EN 1591-1. Al three standards are describing a (more or less….) simple method to calculate flanges.
    Bolts can be calculated using the VDI 2230 calculation method.

Viewing 6 posts - 1 through 6 (of 6 total)