Sunday, July 26, 2009
First Level of the Toilet Block.
Now we must wait for the precast slab to be delivered and we will build up the next level afterwards..............
long way to go yet!
Wednesday, July 15, 2009
THE SLAB IS IN
The Secret of the Upstand Beam
Since we are building straw bale infill walls in a timber framed construction, we needed to create a raised upstand on the perimetre for the bales to site on. Not only would this keep the bales dry and off the ground, it would also give us a exposed concrete footing (sans joints) to track and keep a check on any termites.
We already have quite a height restriction on the site, so the only way we could achieve the 2 and half floors we wanted at a 9m finished roof height was to make sure the interior finished floor level was at the same as the external finished level. The raised upstand was really the only option.
When we did a presentation of the project for our colleagues at work (who also all coincidentally happen to be architects), one of the things that was raised was our upstand detail. Everyone agreed it was expensive, excessive, and no builder would attempt it without dumping a "risk or contingency" chunk over the cost.
We have a C channel running along the inner edge of the upstand which we hoped would double up as formwork and later on as a continuous ducting recess behind a skirting board. The problem was -how do we suspend this channel in mid air while concrete is poured under it.
We finally worked out a system where we screwed equal lengths of 100mm widths of the standard plywood at intervals on the C channel. These were then screwed back onto the main external formwork at intervals - the external plywood was held in place by bamboo stakes driven into the ground.
The C channels were then supported on double stacks of standard plastic concrete chairs which were rested on the reinforcement bars cantilevering into the footing.
Now this held the C channels in place in principle, however, the weight of the concrete against the plywood would surely bend the entire thing out of shape!
The concreter we hired for Wednesday morning (morning of the pour) came around to have a quick check - i think he didnt trust 3 architects trying to do his job ;-) - quite rightly....!
The plywood was far too unstable to hold in the concrete. So his suggestion was simple and effective - drive in metal stakes at intervals into the ground surrounding the external formwork and wedge in more ply panels using the metal stakes as a sturdy support.
Once that was done, the formwork wouldnt even yield an inch!
Christian and Gian heaved a sigh of relief!
And we didnt bother to calcuate how much money we saved by doing it ourselves.... :-)
Ground Floor Slab and Footings
Well ok I am exaggerating on the emotional breakdown part of it. We were pretty flat out, and there was no time for any breakdowns.
Before I digress and start the chatter, I need to say a MASSIVE THANKS to Gian, without whom our crazy deadline would have gotten the better of us. Thanks to his common sense, great practical ideas, and most important his availability, we were able to complete the formwork in time for the pour, and in perfect timing - 12 hours before the start of the most rainy week Perth has had this year… A day late, and we would have had to postpone the pour, and the rain would have ruined our prepared trenches. So the timing was fantastic.
When Christian suggested we build the plywood formwork ourselves, I was quite confident that we would be able to manage it. We had a fantastic set of tools, which we were both starting to get better and better at using. We planned to do the entire formwork out of 16mm plywood and spent a lot of time working out the complicated edge upstand detail. We spent the weekend of the 4th and 5th digging more trenches and testing the edge detail on site – and we thought we might just be able to pull it off…..
Gian spent most of the 2 weeks leading up to this day finishing the trenches, cutting the reinforcement to size and prefabricating the upstand formwork so we could attach it on. On the weekend, we managed to start setting up the formwork, and the Sunday, Monday and Tuesday were absolute crazy with Gian working all day on site, Christian joining him by afternoon, me in the evening, and us trying to work till 11 or 12 at night on site making as little noise as possible!!
Here are some photos of the formwork before the concrete was poured. I will try to explain as best as I can for those non-architects out there who are interested.
Our slab is a 100mm thick concrete slab, with a 30mm thick foam insulation under it (the blue stuff). Under the foam insulation, we have a waterproofing layer – which is the thick black plastic stuff. The waterproofing layer needs to be sealed, so where it overlapped, or where it had a hole for pipes or penetrations to go through, we sealed it up with heavy duty tape.
We needed a lot of tape.
And when I was sent to Bunnings to buy more tape, I came back with 5 different colours, much to Chritians amusement – but they were all so cool! Anyway, if anyone digs up our slab in the future they will find patches of bright red, lemon yellow, cobalt blue, sour green colours of haphazard taping all over.
Wonderful!
Anyway, the slab sits on a footing of approximately 600 to 700mm wide x 300mm deep that runs the full perimeter of the slab. Now if we had stopped there, the formwork would have been easy.
But we didn’t.
Since we are building straw bale walls, we wanted to create a raised upstand on the perimetre for the bales to site on.
(to be continued................................)