How do you deal between the panels?Could it be done with Normal concrete panels did originally price the pre cast slat channels and they were about 25k
But it would leak, and the steel would rustI was thinking putting h beams in like u normally would put panels in with and run the panels along the inside of posts clamped to them , not sure about strength wise with having slats sitting on top of them
I'm not so sureHow would it leak though if it was all sealed up with the mastic stuff and all back filled, surely if it did leak somewhere it would seal itself up
How would it leak though if it was all sealed up with the mastic stuff and all back filled, surely if it did leak somewhere it would seal itself up
What is wrong with blocks?
Plenty of tanks built with blocks in the 70s and still goingThe last line of my above post would be the main problem , 7 newton. No rebar either, plus you could make a shuttered wall 12" thick if you so wish , which wouldn't work out any dearer than the plastered blocks.
Plenty of tanks built with blocks in the 70s and still going
I only ever seen one tank less than 8 ft deepIndeed there were. But most were either 5 or 6 ft deep. A builder whom I would count as not afraid to sail close to the wind told me a number of years ago , "Its a whole different ball game to go from a 7 ft tank to an 8 or 9 ft one. Huge inward pressure from outside is a bigger problem than the weight of the slurry inside. ". He did a 12 ft deep tank , built into the side of a hill 4 years ago. He did the walls 14" thick
I only ever seen one tank less than 8 ft deep
I think the fact they are only 7 newton concrete will be a problem as they could degrade in the slurry over time and by the time you have put rebar in them and filled i don't see any saving,we have the right sort of clay here to dig tank walls out and fill with concrete then dig the middle out and concrete the base i will think of doing this on a shed for myself if the structural calcs stack up with having no starter bars in the slab, on the plus side the ground around the edge will not be disturbed so should be better load bearing than backfillWhat is wrong with blocks?