Centering is off

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tendlu
Posts: 202
Joined: September 24th, 2010, 3:55 am

Centering is off

Post by tendlu »

After doing the plinth beam, lintel and also in roof slab, the centering after removing the centering plates etc, is a little off (instead of 9" width, it is around 8" or so; not in alignment with the brick on the top or bottom) in a few places. Just wondering whether this kind of deviation is just a regular thing. Any suggestions on how to prevent this from happening in the future and how to fix it as well?

Please chime in with you experience guys...
nagsbhat
Posts: 149
Joined: May 13th, 2009, 11:33 am

Re: Centering is off

Post by nagsbhat »

I too had the same issue in some area. Contractor told me that it is the impact of vibrator application. I am not too convinced. Now the plastering is done and has covered it up.
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harisha
Posts: 10
Joined: June 25th, 2012, 3:06 pm

Re: Centering is off

Post by harisha »

This is a example of a poor construction. The plastering is going to be more thicker becoz of this.
aries31
Posts: 142
Joined: August 10th, 2012, 10:44 am

Re: Centering is off

Post by aries31 »

I think this is unacceptable.
tendlu
Posts: 202
Joined: September 24th, 2010, 3:55 am

Re: Centering is off

Post by tendlu »

nagsbhat wrote:I too had the same issue in some area. Contractor told me that it is the impact of vibrator application. I am not too convinced. Now the plastering is done and has covered it up.
i guess my engineer said the same thing :-)
tendlu
Posts: 202
Joined: September 24th, 2010, 3:55 am

Re: Centering is off

Post by tendlu »

harisha wrote:This is a example of a poor construction. The plastering is going to be more thicker becoz of this.
in any case, i am told these are little deviations that happen during construction process. But in any case,

a) will this have any structural impact
b) if the plastering is thicker, would that cause any issues?

need your expert opinions to take it back to the engineer...
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harisha
Posts: 10
Joined: June 25th, 2012, 3:06 pm

Re: Centering is off

Post by harisha »

Due to bulge in the beam, the entire wall and the beam may have to be plastered thicker, which is a national waste of materials and will also lead to air cracks on the surface of the wall. There is no structural implication due to this. Ask the engineer/contractor to Use mesh (plastering mesh) for the joining of all beams & wall also Columns & wall when plastering. Let the engineer take more precaution for the next floors. Good luck.
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