Resilient floor, especially for sports halls and gymnasia

In a resilient floor, especially for sports halls and gymnasia, the residual deflection at a preset distance from the point of impact of the load must not exceed a given value. With the previously known resilient floors, in which upper sprung bridges are laid in the same direction as lower sprung bridges, in particular the upper sprung bridges being situated on top of the lower sprung bridges, the required value cannot be reached. However, the resilient floor displays the required resilient behaviour if the upper sprung bridges (2) are arranged transversely to the lower sprung bridges (1) and a resilient block (6, 7; 10, 11) is situated at each crossing point of the sprung bridges. This is the case in particular if the supporting blocks of the lower sprung bridges (1) are designed as resilient blocks (6, 7). This floor then requires no counter floor and, in fact, the floor covering (3) of plates or webs can be supported directly on the upper sprung bridges (2).