The utility model relates to the construction of oil and gas and other pipelines, contact network supports, power line supports and other infrastructure facilities, as well as buildings and structures in areas characterized by the phenomenon of frost heaving of soils. Essence: an anti-pile pile is made of a pipe, which includes a first section intended for immersion in soil layers not subject to seasonal freezing, and a second section intended for placement at a depth of soil freezing, and the first section of the pipe contains irregularities. The pipe is made of a polymer composite material, and the irregularities of the first section of the pipe are presented in the form of increased surface roughness. The pipe can have a circular or elliptical cross-section and consist of at least two parts connected by means of glue and a sleeve of a smaller diameter inserted equal length into each of the pipes to be connected. The pipe cavity can be filled with heavy concrete, lightweight concrete or aerated concrete, cement-sand mortar or cement-sand mixture, and the pipe filling material can be reinforced with rod reinforcement. EFFECT: improved anchoring properties of the pile due to more effective engagement of soil particles with protrusions of irregularities of the pile surface, thereby increasing the resistance of the pile to pulling out. 9 p.p. f-ly, 2 dwg
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