Specs- re use of FRP pipe

From: <aluser2>
Date: Tue Sep 13 2005 - 12:17:00 EDT


Geoff,'interesting post.
I'm surprised you couldnt press the issue on cutting out the bad segments and seam welding in a new one. (or flange if its flanged) The lengths are often random and all lengths have to be welded/joined together regardless. To complete a run you need a shorter piece somewhere. I dont see the difference.

If the spec called for welded segments he wouldnt have a case to argue. I suspect you could have pressed the issue.

Its good for a spec to addressed repair in advance.. which is needed for any kind of work not just FRP.
I gathered from posts you often used Thermoplastics. Whats your deciding factor . just try to stay away from it. Thats pretty hard in your line of business. I would have regarded that case as an aberration. Interesting Any other thoughts.

Hi,

I once had a DN900 FRP pipe buried 8m deep. The trench was benched in steps of 1m wide by 1.5m deep.The line was being backfilled when a "galah" dropped a piece of equipment into the trench. It hit the FRP and it crazed like mad. The client Sydney Water wouldnt accept any repair procedure. He said he paid for new pipe so thats what he wanted. We had to excavate the trench to pull sufficient pipe out to get the defective length out.

From then I have avoided FRP like the plague. Never put something in the ground you cant fix to the satisfaction of the customer!!!!!!! tomcruz55 <tomcruz55@yahoo.com> wrote: And when you got a leak/break on the main header (aboveground or underground), you can forget about using Belzona or TDW.


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