WALL & COLUMN construction process step by step. 

Hi Gregg! Its pleasure to watch your video for me as I'm site engineer to! Currently I sending out my cv to england companies to get a work visa in UK. May be i can share my cv with you?

01. Why spliceing of rebar, instead of Coupler or welding ? 02. Is it still permisible by code to Construct kiker or column starter?

Hi Greg, just wondering if you could possibly upload a video of putting a comax in. Thanks for a great video!

to check the verticality of the column with the EDM what program are you using , the COGO?

Hello sir I m civil engineer I have four year experience civil Survey and AutoCAD operator How can I apply for job

@sitengColumns steel laps are in the bottom of columns oops we are told it shouldn't be there.

Great to see your videos. Can you make videos of 1) fixing the kicker with a shear key inside. 2) providing supports for the kicker of the walls. 3) stopper of walls and slabs (construction joint) with the rebars passing through.

Thank you so much

Hello, how come the formwork for the columns isn't supported on all four sides (~min 2:40)? Is it because of the connection of the horizontal bracing of the formwork? Is that something you would judge on site or was it pre-established in the design office? Thank you!

Greg, Very good video of the structure of the column and the use of the kicker to fix the shutter to it. I think we all need to know how the concrete column and the wall is kept smooth during the concreting. Can you explain the mystery of 20mm of the steel into the slab. Are you saying that the last link of the column should be 20mm inside the slab above the column. Please explain. I see that the concreting was done at night with the flood light on. Can you concrete at night without any effect to the quality of the work. Brilliant video in all aspect and very educational for all viewer like me. You are a great cameraman on the building site. Superb.

Is there a maximum height that we can pour the concrete into a column or wall (vertical elements)? How can we assure that the poured concrete is not segregated at the bottom level?

Hello sir, Great series of videos i love them! A quick question, the liner walls with the anchors and a frame support... the wall is needed for the shoring ? To avoid any failure in the soil next to the excavation? Thank you and please keep it up!

Thank you. Could you able to do the video of how to take off the qty of cut & fill earthwork volume? I’m really appreciated for that

Gregg how are you do you have LinkedIn or an email to contact you

Hi Greg. Just wondering how do you check the top level of the already cast column or wall? In particular if your station is set up at the same level where your column, wall is starting. I've seen a lot of times the formwork is actually quite higher than the top concrete level itself and the boys are using nails to mark the top of the concrete. I personally use laser level or just a normal tape measure, but you may have other more advanced approach ... thank you!

Very cool narration, thank you! The A-frame one-side forming is such a big cost to just get concrete against an existing vertical surface. I am sure you have reasons for not wanting to use shotcrete. What if there was a light slip form method for that?

Reddington is big sort of self-sufficient. Nice work 👍. Have you ever worked with dyvidag bar ?

The steel/reinforcement should be staggered at the top for lapping, which is not the case in the video showed! Or may be it's not clear in the video.

Hi, In some areas of the liner wall the concrete is cast directly against the piles/clay but some areas have the black sheeting/membrane to separate piles from liner wall, why not same detail through out ?

Good videos Greg looks well organised around site.

Good work well done

What's the black rubber thing at 5:55?