SU1759994A1 - Fender structure - Google Patents

Abstract

use: in hydraulic engineering. SUMMARY OF THE INVENTION: The baffle device comprises rows of weighted tail lines 1 laid in layers and in rows 2 on the bottom 2 of the waterway 3. The inside of each tail line is filled with stone mixture 4. The outside side is part 5 at the calculated distance from each other. wire twisted. The ends of each rope 1 are also tightly twisted with wire twists and buried in the ground of the coast 7. In the soil of the coast 7 are also recessed anchor posts 8. To them, spiral-laid steel cable 9 is attached with each horizontal layer of ropes 1. Rope 1 of the front row and in pairs and the pair and the pair are interconnected by flexible connections. The space between the wall and the shore is filled with a stone load of 11.4 sludge.

Description

The invention relates to hydraulic bank protection devices and can be used to strengthen the banks of rivers from slopes, riverbathing structures from scouring, destruction by waves, floating ice and other inclusions.

The purpose of the invention is to reduce the cost of construction by eliminating the use of industrial wood.

FIG. 1 shows a general view of the wall; in fig. 2 shows a wall in plan; in fig. 3 shows section A-A in FIG. one; in fig. 4 shows node I in FIG. one.

The baffle device contains a front wall made of rows of thinned carving ropes 1 laid in layers on the bottom 2 of the watercourse 3, the inside of each of which is filled with stone mixture 4 (gravel, pebble, crushed stone, small stone), and the outside brushwood for a part

5 at the calculated distance from each other are tied with wire strands 6. The ends of each rope, 1 are tightly tightened also with wire twists 6, and recessed into the soil 7, in which the anchor posts 8 are also buried. Thereto they are spirally laid with a steel cable 9 each horizontal layer of ropes 1 is attached, while the ropes 1 of the front row are in pairs and the pair with the pair are interconnected by flexible connections 10. The space between the wall and the bank 7 is filled with a stone load 11.

The operation of the baffle face wall is to change the direction of the water flow jet. After diverting the jet of the watercourse 3, the ropes 1 are made on the planned bottom 2, their inner part is filled with stone mixture 4, and the outside twig part 5 is tied with a twist wire 6 at a predetermined distance from each other.

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The outer ropes 1 are laid in vertical rows, connecting the front row of ropes 1 in pairs and the pair with the pair between each other with flexible ties 10. The ends of the ropes 1 are tightly drawn with wire, twisting 6 and embedded in the ground There are also anchor posts 8, to which each horizontal layer of ropes 1, which are spirally laid with a tension steel cable, is fastened. The space between the baffle wall and the shore 7 is filled with a stone load 11.

Eliminating the use of industrial wood using waste materials in the form of logging residues from thinning, use and clearing, as well as reducing transportation costs for transporting industrial wood, create a positive effect.

Claims (1)

Claims of the invention Breaker device comprising a front wall made of prefabricated elements arranged in rows vertically, interconnected by connecting elements, and stone loading before ground filling, characterized by by the fact that, in order to reduce the cost of construction by eliminating the use of industrial wood, it is equipped with anchor posts located within the soil backfill and steel ropes, at the same time, the prefabricated elements of the front wall are formed from the enlarged brushwood fashin in the form of ropes laid horizontally, with the front row rows in pairs in the vertical a row and a pair with a pair in a horizontal layer are interconnected by flexible connecting elements, and each horizontal layer is connected to anchor posts spirally arranged with tension between the twig ends of the steel rope. / Yu Yu Fig / eight    $ S x v Fig.Z AA 4 4 five Fig