To: "'seaint(--nospam--at)seaint.org'" <seaint(--nospam--at)seaint.org>
Subject: RE: Welding on bolts
From: Boh Jaw Woei <boh.jaw.woei(--nospam--at)pwdcorp.com.sg>
Date: Tue, 3 Apr 2001 08:44:24 +0800
Now, on a base plate connection, 2 of the 6 botls are broken(due to the
welding process) and almost all the nuts are 'distorted'. I am thinking of
using hilti to installed 4 larger bolts to strengthen the base plate
connection. Are there any other more efficient ways to compensate damges
done to the base plate connection? thanks.
From: Fountain Conner [mailto:fconner(--nospam--at)pcola.gulf.net]
Sent: Friday, March 30, 2001 10:07 PM
Subject: Re: Welding on bolts
Along the same line...
I work in an industry where the standard anchor bolt is A316 stainless
steel. How do you feel about crimping the threads each side of a nut
that's embedded in the concrete for anchorage?
Fountain E. Conner, P.E.
Gulf Breeze, Fl. 32561
P.S. The wheel, huh? Did you, perhaps, develop the triangular wheel?
Y'know it has one less bump per revolution ;-)
> From: Sprague, Harold O. <SpragueHO(--nospam--at)bv.com>
> To: 'seaint(--nospam--at)seaint.org'
> Subject: RE: Welding on bolts
> Date: Friday, March 30, 2001 9:26 AM
> Mechanical deformation of threads is very low tech.
> Harold O. Sprague
> inventor of the wheel,