The utility model relates to the field of buildings, and discloses a structure for preventing large-area
pile loading from generating lateral stress on a building foundation, which comprises a
pile foundation consisting of a foundation
pile and a bearing platform, a loading surface is arranged on the bearing platform, an isolating layer is arranged between the loading surface and the foundation pile, and the isolating layer comprises an isolating cavity. The isolation cavity is internally provided with filler, and lateral stress borne by the building foundation can be reduced through deformation of the filler. Through the arrangement of the isolating layer, the problem of solving
stress measurement through the traditional thinking of resisting is converted into the problem of reducing the
stress measurement of large-area pile loading on the pile foundation through the thinking of unloading, so that the pile
diameter and the pile number are effectively reduced, the
engineering amount is reduced, and the economical efficiency is improved.