A bit unclear info here. Is it a slab-on-ground with an edge beam being discussed? I guess it's steel columns in a wooden frame as well? It should be 82 kN/m2 and then it's the concrete and reinforcement that are decisive. But if it's correctly reinforced, the longitudinal bars will distribute the force from the column.
If you have a concrete column with a vertical load of 82 kN and the column's footprint is 200x200 mm, this corresponds to a pressure of approximately 2 MPa. The question then is first, what pressure can the slab withstand? It may be necessary for the pressure to be distributed over a larger area. If only the column's bearing pressure is acceptable, the slab will likely be able to distribute the load over the entire structure (slab including edge beams).
Do you have any drawings or sketches you want to attach? It sounds like the column comes down on the edge beam? As mentioned above, it's just about reinforcing the edge beam and probably a little extra in the nearest part of the slab. I assume the load in the column is 82kN and the ground supports 70kN/m2, which means the load must be spread over at least 1.2m2 for the ground to handle it. The cell plastic, however, might need to be replaced with a higher quality than in the usual edge elements. By the way, didn't you have a structural engineer, or is his contribution maybe finished? 
The
Thethe column comes down on an edge element. He mentioned 1.3x1.3 but since I have it in the edge elements, an inverted T has to be made.
I am looking for if there are other solutions Where it hits, can I go with the reinforcement like a + doesn't that help?
I am looking for if there are other solutions Where it hits, can I go with the reinforcement like a + doesn't that help?
I don't really understand what is meant by an inverted T...
Is it your socket or just an example?
What luck, otherwise it looked a bit poorly insulated
Do you have both the failure load and the long-term load from the column, and do you know which cellplastkvalite you have?