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Reinforcement Inspection at Swimming Pool (The QC View)

 As a QC Engineer this is what i do almost every day “Reinforcement Inspection” 75% of my inspection either small structure or big I find some comments i wonder how the site team don’t see them.

So comments notified to site team its hardly a two hour job for them to do the rectification, I will get a coffee for myself by than.
 

1. Stirrup sway in beam.
2. Proper lapping at columns
3. Cover to reinforcement
4. Cleaning of re-bars
5. Proper placing of reinforcement
Sway in beam stirrup
Sway in beam stirrup
Improper lapping at column
Cover to reinforcement to be provided.
Slurry to be cleaned from re-bars
Placement of re-bar not completed tying of re-bar to be done.
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Whome Shoud I Approch For Quality At Workplace.

As a QC Engineer, I have to be proactive all the time, I remember one of my senior told me to once be lazy sometime no problem but stay 100% active at-least two days in a week you will do good. Its kind of works in construction. Anyways.

During site visits, I observed lots of activity which can lead to the customer complain and rework, and I have to notify all of them to construction depending open the issue this could be the construction worker working at the site to the project whoever I think at first can take action for my comments.

For the below two issues for the first one I will inform to site engineer as he is the responsible person to prepare the inspection request for the second one I informed to the charge-hand at site to immediately  talk with the site engineer regarding the quality issue and the same issue I will take to weekly meeting so it will be conveyed to all site team.

1. No inspection request has been raised for the casting of the lintel.
2. Striking of form work has been started near swimming pool area which was casted yesterday night circa 11.30 pm.
No inspection has been raised for the casting of the lintel.
Early stricking of form work
Early striking of form work
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Finding Non-Conformance in Building Drainage & Sanitation Work

Building drainage and sanitation work is in progress but the work is not according to customer specification in some places. See attached picture’s, following Non-Conformity were observed in Building drainage and sanitation work. 

1. Sleeve provided at structural element should be of same material.



2. Pipe joints shall not be made within the thickness of walls.


3. Pipe joints shall not be made within the thickness of walls.



4. Where pipes pass through elements of the building structure they shall in all cases be enclosed


concentrically within purpose made sleeves cut from pipe of the same material.


And at the footnote

Further to that a NCR closeout report is required and inspection request for the completed work to be raised for engineer’s approval at the earliest to avoid customer complain.

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Making of Concrete Cover Block or Spacer Blocks

Concrete spacer blocks or cover blocks are used to give cover to reinforced bars or mesh in both horizontal and vertical applications. Their strength is equal to the surrounding concrete and has the same expansion characteristics as concrete, therefore eliminating potential weaknesses. 

1. Apply shutter oil in cover block form.

From Cover Block

2.In sides too.

From Cover Block

3.Clamp it and pour concrete.

From Cover Block

4.Give Vibration

From Cover Block

5.Time to give the surface finish.

From Cover Block

6.Insert Binding wire.

From Cover Block

There are several ways we can make them in-house, ready to use spacer blocks also available in the market.

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Electrical fire

Bad day for this guys on the way to office we notice an excavator struck under an electrical line and the over current caused arcing and flashing, The most common cause for pole fires when electricity finds it’s path to ground.