FIELD: construction.
SUBSTANCE: invention relates to construction, namely to structures retaining walls, bridge piers and other structures. A construction of reinforced soil contains an embankment, reinforcement tapes, placed in the reinforced zone of the embankment, located behind the front surface of the structure and external casing disposed along the said front surface. The reinforcement tapes are attached in the external casing in the respective fastening areas, wherein the external casing comprises at least one fastening area with a channel for a reinforcement tape between the two protruding points (PE1, PE2) of the output located at the rear side of the external casing, adjacent to the embankment. The channel comprises two adjacent parts, respectively, adjacent to the two points (PE1, PE2) of the output, each designed to accommodate the tape plane (P1, P2) of the output, substantially perpendicular to the said rear side, two curved parts, respectively continuing the two adjacent parts and intended for displacement of the tape from the planes (P1, P2) of the output, and a connecting part connecting together two curved parts. Two projecting planes (P1, P2) are different and separated with a mechanical separator and substantially parallel to each other to form the top (P2) and bottom (P1) output planes. The connecting part comprises at least one loop situated outside the planes (P1, P2) and outside the space between these output planes .
EFFECT: higher bearing capacity of a construction, reduced labour intensiveness and material intensity of erection.
15 cl, 11 dwg
Authors
Dates
2014-04-10—Published
2009-12-01—Filed