Reinforcement by vertical piles are manufactured in groups perceived pressed LOAD

摘要

1. Reinforcement of piles running on the pinch load produced in the soil under conditions where it is impossible to execute one reinforcing carcass reinforcement on the whole depth of the reinforcement, comprising at least two separate, successively mounted sections of the reinforcing cage, the abutting ends of which are incorporated in the connection the sleeve having a length not less than twice the diameter of the abutting frame elements and filled with a hardening material during installation, and, as used sections of the reinforcing cage sections (segments) tol tostennyh pipes, and the ends of these pipes, the reinforcing pile, in the zone of the joint perpendicular to the longitudinal axis of the reinforcing cage, the tube introduced into the coupling by immersion in the well of the reinforcing pile sections, so that inside the coupling sleeve arranged pipe joint reinforcing pile sections, and the space in borehole filled with a hardening material. ! 2. Reinforcement piles according to claim 1, characterized in that the reinforcing pile sections are made of at least two successively installed corpulent rods. ! 3. Reinforcement piles according to claim 1, characterized in that the reinforcing pile sections are made of at least two successively installed by volume reinforcing cage, the longitudinal rods are welded by a joint to the segments corpulent rods or thick-walled pipe segments, which are arranged in the connection coupling. ! 4. Reinforcement piles according to one of claims 1-3, characterized in that each section of the reinforcing cage, immersed in a well, is provided with centralizers to provide a protective layer of concrete and / or for temporary hanging tubes. ! 5. Reinforcing piles