FIELD: machine building.
SUBSTANCE: invention relates to pipeline transport. Piping dike reinforcement method involves the following: after the piping is laid into the trench there arranged along it are support elements of angular profile in cross section with location of vertical walls on the side opposite to the piping and arrangement of downward-bent edge of horizontal base in the dug-out trench. After that, piping is filled with soil with its being arranged on horizontal bases of supports to the height that corresponds to the height of vertical walls of supports.
EFFECT: distinctive features of the invention allows simplifying the method, reducing the labour intensity and time costs during diking of piping, as well as reducing the thickness of the trench due to increasing the height of the soil layer above piping owing to arranging vertical walls of stops on external sides in relation to longitudinal axis of piping.
2 cl, 1 dwg
| Title | Year | Author | Number |
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