There are a variety of design options to hold panels in place. There can be connections at the footing, slab, between panels, and at the roof diaphragm. It just depends on what the engineer feels is needed based on controlling forces.
Happy birthday! Could you please inform me the technical specification of the tool that appears at the beginning of the video: manufacturer, model, etc. Thank you very much.
Urious how you joined the panels together once upright.
There are a variety of design options to hold panels in place. There can be connections at the footing, slab, between panels, and at the roof diaphragm. It just depends on what the engineer feels is needed based on controlling forces.
We will be doing this ,for the first time we're I work ,I guess it will save another of backs
There is a DIY method of this type of wall system, for small scale builds. No shot-crete necessary.
Anything thicker than 6 inches? Thinking about 9-10 inches for deep window wells.
Thanks for the question. The total thickness of the wall is 9.25". There is 5.25" of concrete and 4" of EPS.
Happy birthday! Could you please inform me the technical specification of the tool that appears at the beginning of the video: manufacturer, model, etc. Thank you very much.
How interesting.
Which tool was used to staple mesh?
what was used to cure the flooring @4:47 so that the concrete under the panel did not stick to the flooring?
Ferrocement with integrated insulation,so simple but effective.
Cool
I imagine lots of thermal bridging which simply bypasses the insulation