SU1710653A1 - River bank protection - Google Patents

Abstract

The invention relates to construction. The purpose of the invention is to improve the performance by increasing the damping properties. Fastening the bank 1 of the river 2 contains laid in a trench 3 shells 4 of waste tires 5. In shells 4 tires 5 are connected by clips 6. The shell cavity is equipped with filler 7. The shells are interconnected by brackets. The free space between the shells and the walls of the trench is filled with flowing medium 9 from the shore. On the side of the coastal massif 10, the flowing medium includes cuttings from tires. Shells can be made of tires of different diameters or in the form of a pyramid. 1 hp ff. 5 il.

Description

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ABOUT

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The invention relates to the construction, in particular to the fastening of banks, beams, ravines, and so on, by local forces mainly in rural areas.

The purpose of the image is to improve performance by improving the damping properties.

Figure 1 shows the mount, a general view in cross section: in Fig, 2 - view A in figure 1; on fig.Z - view B in figure 1; figure 4 is a view In figure 1; figure 5-placement of tires in the form of a cone.

Fastening the bank 1 of the river 2 includes a trench 3 into which the shells 4 are made, made of waste tires 5 connected by clamps 6. The cavities of the shell 4 are provided with filler 7. Outside the shell are connected with brackets 8. The space between the shells and the walls of the trench is filled with loose medium 9 shores 1.

From the coastal massif 10, the flow medium 9 includes cuttings from tires 11 placed in this flow medium. On the side of the coastal array 12 and the earthquake-prone part 13, a trench 3 is made in which shells of tires 14 and 15 of different diameters are laid. The space of the shell, between them between the shells and the walls of the trench, is filled with filler 7 and medium 16, 17 .. Covers 18 of tire diameter can be made in the form of a truncated cone.

The mount is erected as follows.

Along shore 1 (or opposite to it), rivers 2 tear off a trench 3 into which shells 4 are laid. Made of waste tires 5 connected by clips 6, the shell cavity is filled with filler 7. The space between the shells and the walls of the trench is filled with loose Wednesday 9 from the coast 1 and from the coastal array 10 (impulse load). Bulk environment from the coastal massif includes cuttings from tires 11 (in the form of ribbons, rings, pieces of tread, side rings, sidewalls) placed in a similar granular medium 9, for example, sand. On the side of the onshore massif 12 and the seismically dangerous part 13, the trench 3, in which tires 14 and 15 of different diameters are placed, is torn off into cylindrical shells, and the inner space of the shells and the space between them is filled with medium 7, 16 and 17, different from medium 9. Wednesdays 16 and 17 may

be different and increase in the direction of the load from part 13 to the array 12 density gradient). It is effective to position the tires with a truncated cone 18, the smaller base of which is located to the central part of the coastal L and 10 or 12 and 13.

When exposed to load from part of the banks 10,13 shells 4, 14, 15, and 18. as well as aggregate elements 9.7, 11.16 and

17, deforming, effectively extinguish it, which contributes to the strengthening of the banks of the river, ravine, gully, etc.

Invention Formula

Claims (4)

1. Strengthening the river bank, containing the fastening elements located along the coast in the river channel part of the river, made in the form of used tires embedded in the shore, characterized by that, in order to improve performance by increasing the depreciation properties, the fastening elements are made in the form of vertical cylindrical shells from waste / tires. clamps connected together, and the shells interconnected by brackets, and the shells are buried in the ground in trenches made on the shore and located along the channel, while the free the space of the shells and the space between them and the walls of the trench are filled with bulk material, reinforced with cuttings of tires. 2. The mount according to claim 1, ex. the fact that the cylindrical shells are made of tires of different diameters and are located in several areas before, and the shells of tires of larger diameter are placed near the channel part of the coast. 3. Fastening according to claims 1 and 2, that is, with the shell of tires made in the form of a truncated cone, the smaller base of which is located in the horizontal part near the shore surface. 4. Fastening according to claims 1-3, characterized in that the trench filler is made with variable density, with higher density filler located in near the trench. FIG. 2 abb Y / y 5 in "Ev needles .five