The utility model relates to the technical field of foundations, and discloses a deep ground
pile arch slab dispersion force construction
system which comprises a bottom plate, a ground beam connected to the bottom plate, stand columns arranged on all joints of the ground beam and a foundation located above the ground beam, and the bottom of the bottom plate is fixedly connected with
reinforced concrete ground piles. According to the
system, the
reinforced concrete ground piles corresponding to the ground beam joints are arranged at the bottom of the bottom plate, so that the
reinforced concrete ground piles sink in the bottom surface, deep fixation is achieved, and
instability caused by rainfall or weak
soil texture is effectively reduced; the arched plates are arranged on the two sides of each adjacent reinforced concrete ground
pile, so that when the arched plates are stressed, downward force can be converted into pushing force towards the two sides along the arch axis by the stressed pressure, and the load can not be concentrated at a certain point or certain sections through the force conversion, so that the load can be reduced, and the load can be reduced. And therefore, the
bearing capacity of the ground beam is increased, and the descending and sinking probability is further reduced.