The invention discloses a terrace
system for reducing settlement of a first floor building terrace, which is characterized in that the terrace
system comprises a
floor slab, a
cushion layer, a ring beam, a constructional column, a bearing wall and a foundation beam, the
floor slab is arranged at the lower part of the first floor, and the
cushion layer is arranged below the
floor slab; the ring beams are arranged on the periphery of the floor slab, and constructional columns are further arranged at the corners, the ends and the large-span middle position of the floor slab. The bearing wall is arranged on the lower portion of the ring beam, and a foundation beam is arranged below the bearing wall. Compared with the prior art, the rigid floor slab is arranged, the load of the rigid floor slab is directly transmitted to the
pile foundation through the bearing wall and the foundation beam, and a backfill soil layer is completely bypassed. The settlement of the fill stratum has no influence on the surface of the floor (terrace), the problems of terrace settlement and
cracking are fundamentally solved, the terrace
system is independent, the design is simplified, and the terrace system is a self-contained system, is separated from a main
body frame of a building and does not depend on the main
body frame of the building. The influence on the design of the main
body frame is avoided, and the design calculation of the floor structure is simplified. According to the terrace system, the ring beams and the constructional columns are arranged, so that differential settlement and
temperature stress are effectively resisted, the terrace structure is higher in integrity, and the service life is longer.