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RE: Saw Cut joints in concrete walls

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Paul, Suresh, and others:

 

Thank you for your input.

 

Gautam

 


From: Rhkratzse(--nospam--at)aol.com [mailto:Rhkratzse(--nospam--at)aol.com]
Sent: Wednesday, February 11, 2009 11:35 AM
To: Suresh.Acharya(--nospam--at)ci.concord.ca.us; seaint(--nospam--at)seaint.org
Subject: Re: Saw Cut joints in concrete walls

 

In a message dated 2/11/09 11:22:36 AM, Suresh.Acharya(--nospam--at)ci.concord.ca.us writes:

FYI, for walls I specify beveled pieces of wood nailed to the formwork to create control joints. If the wall is long, consider specifying expansion joints (complete separation) also -- at 3 x height intervals or less; and where geometry changes abruptly.
 
Suresh Acharya, S.E.

Excellent suggestions!

Ralph

From: Gautam Manandhar [mailto:Gautam_Manandhar(--nospam--at)ci.richmond.ca.us]
Sent: Wednesday, February 11, 2009 10:08 AM
To: seaint(--nospam--at)seaint.org
Subject: Saw Cut joints in concrete walls


List members:
 
I was recently asked a question on how soon a contractor can saw cut a 12 in concrete wall (boundary wall) to install crack control joints.    The wall is free standing and varies from 5 to 10 feet in height.  No expansion joints were planned.  The rebar is in and concrete ready for pour.
 
Since a lot of the cracks are caused as the concrete dries and shrinks, it would seem appropriate to provide a saw cut as soon as possible.  ACI requires concrete to be cured for at least one week (regular concrete). 
 
I would appreciate your insight.
 
Gautam Manandhar, SE



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