RE: Anchor Block Requirement

From: <Steve>
Date: Sun Sep 29 2002 - 18:56:00 EDT


Hi Geoff

I use them on steel lines where water hammer is an issue.

Cheers

Steve McKenzie

-----Original Message-----
From: Geoff Stone DD&D Australia [mailto:blenrayaust@yahoo.co.uk] Sent: Monday, September 30, 2002 9:37 AM To: <a href="/group/PipingDesign/post?postID=kFpRWmGKqioY1A1DeoPISkUPhQuu0cUnL3eTtMUvPHnJgj_hdiZ6c1Wj7YA5NYzcgUGUXlar9YQr_G4G9sB_wbZnLA">PipingDesign@yahoogroups.com</a> Subject: Re: [PipingDesign] Anchor Block Requirement

Saeed,

  Please provide more details as it is difficult to understand why you are considering an anchor block for underground piping that is welded? Anchor blocks are sued for rubeer ring jointed ssytems such as ductile iron and
thermoplastics but not a welded steel pipe.

Geoff Stone
--- n2701h <n2701h@yahoo.com> wrote:

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<tt>

In calculating the anchor block requirement at&nbsp; underground piping&nbsp;

bend,there are two variable involved ,one is tie-in temperature and the other is allowable piping deflection.What should be the critaria taken in the calculation?

With thanks
Saeed
<a href="/group/PipingDesign/post?postID=ld_QlD8iScIXypL6uxui-F2ICNk-EUbu2UW7XajqsJ-m0YLdX-SFld_OZGBK3aw4UKcbpZ3ApOw">n2701h@yahoo.com</a>

</tt>

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Texas Flange - a good source for information on industrial flanges, all they ask is for referrals for designs they help with. 877-610-8924.
www.texasflange.com


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Received on Sun Sep 29 18:56:00 2002

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