I have a job where the plans have a detail of the underground fire service entry into the building that shows us bolting to friction clamps. I've always used the 90-degree I bolts on the flange to shields.
Looking for some detail on this - are there other methods I should be considering? Is this acceptable? Sent in anonymously for discussion. Click Title to View | Submit Your Question | Subscribe
7 Comments
David Kendrick
6/8/2022 08:46:19 am
I think we called them Star Bolts. A 3/4" rod with a bent eye on one end and bolt thread on the other.
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Paul Pinigis
6/8/2022 10:07:04 am
Are you referring to a ductile iron retaining gland like Mega-Lug?
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David Kendrick
6/8/2022 10:55:28 am
Megalug is a whole different product. A good product for that is made for ductile and plastic pipe.
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Jack G
6/8/2022 10:16:07 am
I would use an accessory at each slip joint, a gland I called tiger teeth. Had little teeth imbedded in the gland that held the joint together. Eliminates thrust blocks if entire run / service has restrained joints. Was about 35 bucks for 8 inch gland.
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DAVID
6/8/2022 11:10:20 am
My boss was the expert in UG, not me, but we did as the other David described above, always going for redundant restraint/blocking, Star-bolts, MegaLugs, etc. (For the actual entry into the building, a one-piece stainless AMES In-Building-RIser (IBR) sometimes makes sense, especially in a retrofit.) Is the detail you have been provided old and generic?
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Cliff Schulze
6/8/2022 01:11:04 pm
Here is the only link I could find. Years back, the old fitters used to install this way all the time.
Reply
KRowe
6/9/2022 08:23:41 am
The use of a friction clamp (Water Main Clamp) is very common.
Reply
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