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Hi all,
I need to build a raft to support a heat reservoir for solar thermal installation. The cylindrical tank weighs 350kg empty, capacity 2240 litres; height 2m10, diameter 1m10 (plus 20cm thickness insulation).
The tank will be sited beneath the house in the crawl space, where I have excavated down to the footing; there is 2m50 clearance between the upper surface of the footing and the ceiling.
The crawl space can be seen here:
The soil at that point (approx 1m50 below original ground level) is somewhat clayey, most probably laid down through glacial action; I don't believe it has been disturbed since, except immediately adjacent to the footing. A local engineer visited and described the soil as highly cohesive with excellent load-bearing quality. The soil is slightly damp but not moist.
I envisage the tank centred on a rectangular raft, 1m60 x 1m, with the long edge parallel to, but not in contact with, the second-most northerly wall in the image; the southernmost edge of the tank will be approximately at the dimension line marked '250'.
Ignoring the mass of the raft itself, this gives a loading of ~16kN/m^2, which I understand to be modest.
What type/mix/dimensions of base, and concrete should I use, and what form and thickness reinforcements?
How can I ensure the structure doesn't tilt?
Any advice appreciated - let me know if further diagrams/photos/data needed to clarify.
Best wishes,
AP
I need to build a raft to support a heat reservoir for solar thermal installation. The cylindrical tank weighs 350kg empty, capacity 2240 litres; height 2m10, diameter 1m10 (plus 20cm thickness insulation).
The tank will be sited beneath the house in the crawl space, where I have excavated down to the footing; there is 2m50 clearance between the upper surface of the footing and the ceiling.
The crawl space can be seen here:

The soil at that point (approx 1m50 below original ground level) is somewhat clayey, most probably laid down through glacial action; I don't believe it has been disturbed since, except immediately adjacent to the footing. A local engineer visited and described the soil as highly cohesive with excellent load-bearing quality. The soil is slightly damp but not moist.
I envisage the tank centred on a rectangular raft, 1m60 x 1m, with the long edge parallel to, but not in contact with, the second-most northerly wall in the image; the southernmost edge of the tank will be approximately at the dimension line marked '250'.
Ignoring the mass of the raft itself, this gives a loading of ~16kN/m^2, which I understand to be modest.
What type/mix/dimensions of base, and concrete should I use, and what form and thickness reinforcements?
How can I ensure the structure doesn't tilt?
Any advice appreciated - let me know if further diagrams/photos/data needed to clarify.
Best wishes,
AP