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Subject:
From:
Cuyler Page <[log in to unmask]>
Reply To:
The listserv where the buildings do the talking <[log in to unmask]>
Date:
Fri, 15 Oct 2010 13:46:36 -0700
Content-Type:
text/plain
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text/plain (71 lines)
Or if it is for earthquake stabilization, how about wrapping the whole thing 
in Poly Wrap Stretch/Pallet Wrap and calling it a work of art.

cp in bc





----- Original Message ----- 
From: <[log in to unmask]>
To: <[log in to unmask]>
Sent: Friday, October 15, 2010 1:23 PM
Subject: Re: [BP] need some help, core bit detection in brick masonry


Ken:

Keeping a core bit in the middle of a 30" wide brick masonry wall,
which surely has voids, brick rubble, and mortar slop in the core, for
40 FEET, seems like something that just isn't going to happen.  And
then there will be the water and core drilling muck damage to the wall
when this stuff seeps out of the open mortar joint, the crack, or
wherever it can.  In theory, and also in practice, one could monitor
where the end of the bit is, especially if you have enough money.  Use
acoustic emission and a string of geophones.  I am not giving you a
quote, but this monitoring should cost about $7-10,000, especially if
the person with the equipment tags onto your insurance.  In reality,
they need a better plan -  one that doesn't involve drilling down the
wall.  How about a pipe on the wall?  That could be done for $500 or
less.

Steve Stokowski
Stone Products Consultants

-----Original Message-----
From: Gabriel Orgrease <[log in to unmask]>
To: [log in to unmask]
Sent: Fri, Oct 15, 2010 12:29 pm
Subject: [BP] need some help, core bit detection in brick masonry

I need help in figuring out how to determine in real-time the depth and
x.y.z location of a core bit within a 30" width of brick masonry wall
as
we drill down through the wall 40'. The primary intent is to keep the
core bit at a 15" horizontal depth in the wall.... the undesired result
is if the core bit pops out of the wall.

Best,
Ken

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