CN217174589U - River course administers flood control device - Google Patents

Abstract

The application opens a river course administers flood control device, relate to the relevant technical field of river course flood control, this river course administers flood control device, including the flood control dyke, one side of flood control dyke is provided with the gabion, the upper surface of gabion is provided with the reinforcing bar stratum reticulare, the upper surface of reinforcing bar stratum reticulare is provided with planting mechanism, the upper surface of reinforcing bar stratum reticulare is provided with the gusset plate, the gusset plate is connected with the flood control dyke, one side that the flood control dyke was kept away from to the gabion is provided with river course body and reinforced cement layer, the river course body is located the lower surface of reinforced cement layer, the upper surface of reinforced cement layer is provided with reinforcing bar, one side of reinforcing bar is connected with planting mechanism, in the use, run into flood control dyke and can play the manger plate effect, gabion and gusset plate can strengthen the intensity of flood control dyke, the gusset plate is formed for cement pouring, have better steadiness, make the flood control dyke can not appear easily after long-time rivers impact, Cracking, even dam collapse, thereby reducing the threat of flood to personnel safety.

Description

River course administers flood control device

Technical Field

The application relates to the technical field of river course flood control is relevant, especially relates to a river course administers flood control device.

Background

Flood is a natural phenomenon, and often causes the submergence of river along the bank, river valley, alluvial plain, estuary delta and coastal zone. However, due to the periodic and random characteristics of the flood phenomenon, the change of the natural environment and the influence of human activities, the range and time of the zones which are submerged are not fixed and probabilistic, but also have certain regularity. It is necessary to construct flood control devices in advance for prevention.

The conventional river flood control dam is easy to thin and crack after long-time water flow impact, and even the dam collapses, so that the safety of personnel is greatly threatened.

SUMMERY OF THE UTILITY MODEL

In order to promote river course flood control dyke's impact strength, this application provides a river course administers flood control device.

The application provides a river course administers flood control device adopts following technical scheme:

the utility model provides a river course administers flood control device, includes the flood bank, one side of flood bank is provided with the gabion, the upper surface of gabion is provided with the reinforcing bar stratum reticulare, the upper surface on reinforcing bar stratum reticulare is provided with planting mechanism, the upper surface on reinforcing bar stratum reticulare is provided with the gusset plate, the gusset plate with the flood bank is connected, the gabion is kept away from one side of flood bank is provided with river course body and reinforced cement layer, the river course body is located reinforced cement layer's lower surface.

Through adopting above-mentioned technical scheme, the flood control dyke can play the manger plate effect, and the intensity of flood control dyke can be strengthened to the gabion, and the firm degree of gabion can be strengthened to the reinforcing bar net layer, and the gusset plate forms for cement is pour, has better steadiness to the intensity of reinforcing flood control dyke makes the flood control dyke be difficult for collapsing, consolidates the cement layer and can consolidate being connected between river course body and the gabion.

Optionally, the upper surface of the reinforced cement layer is provided with a reinforcing strip, and one side of the reinforcing strip is connected with the planting mechanism.

Through adopting above-mentioned technical scheme, consolidate the strip and can consolidate between planting mechanism and the reinforced cement layer, avoid consolidating in the cement layer is advanced the river course body by the rainwash as far as possible.

Optionally, the gabion includes the reinforcing net that sets up in reinforcing mesh layer lower surface, the inside of reinforcing net is provided with the rubble piece.

Through adopting above-mentioned technical scheme, the position of broken stone piece can be restricted to the reinforcement net.

Optionally, planting mechanism is including setting up the rubble layer of reinforcing bar net layer upper surface, the upper surface of rubble layer evenly is provided with spacing arch.

Through adopting above-mentioned technical scheme, spacing arch can play certain limiting displacement, and it is internal that the earth on the as far as possible avoids the flood control dyke is washed the river course by rivers.

Optionally, one side of the flood control embankment is provided with a stair, and two sides of the stair are provided with the partition boards.

Through adopting above-mentioned technical scheme, the stair are convenient for maintainer to go down the dyke inboard and carry out the hidden danger investigation.

Optionally, planting grooves are evenly formed in the reinforcing plate, and first planting soil is arranged inside the planting grooves.

Through adopting above-mentioned technical scheme, plant the position that the recess can restrict first planting soil, avoid first planting soil to be washed away by the rainwater as far as possible.

Optionally, the upper surface of rubble layer is provided with the second and plants soil, the second is planted soil and is located spacing protruding one side that is close to the dyke.

Through adopting above-mentioned technical scheme, the second planting soil is used for planting the nursery stock, and spacing arch can also restrict the position of second planting soil.

Optionally, one side of the isolation plate, which is far away from the stairs, is connected with the reinforcing plate, and one side of the isolation plate, which is far away from the flood bank, is provided with a water level line.

By adopting the technical scheme, the water level line is convenient for observing the water level when the river water is suddenly swelled.

Compared with the prior art, the beneficial effects of this application are:

1. the flood control dike can play a role in retaining water, the strength of the flood control dike can be enhanced by the gabion and the reinforcing plate, the reinforcing plate is formed by pouring cement, the stability is good, the situation that a dike body becomes thin and cracks or even the dike collapses after long-time water flow impact on the flood control dike cannot occur easily, the threat of flood to personnel safety is reduced, the stability degree of the gabion can be enhanced by the reinforcing mesh layer, the planting mechanism is used for planting, the attractiveness of the flood control dike can be enhanced, the flood control dike is more green and environment-friendly, and the reinforcing cement layer can reinforce the connection between the river channel body and the gabion;

2. the reinforcing strips arranged in the application can reinforce the space between the planting mechanism and the reinforcing cement layer, the reinforcing cement layer is prevented from being washed into a river channel body by rainwater as much as possible, the reinforcing net is formed by weaving high-corrosion-resistance, high-strength and ductile low-carbon steel wires, the positions of broken stone blocks can be limited, a stair is convenient for maintenance personnel to go to the inner side of a flood bank for hidden danger investigation, the partition board can reinforce the stair to a certain extent, and a water level line is convenient for observing the water level when river water rises suddenly;

3. the planting recess that this application set up can restrict the position of first planting soil, avoids first planting soil to be washed away by the rainwater as far as possible, and first planting soil is used for planting, and the second is planted soil and is used for planting the nursery stock, and spacing arch can also restrict the position that the soil was planted to the second, and certain limiting displacement can be played to spacing arch, and it is originally internal that the earth on the as far as possible avoided the flood bank is washed the river course by rivers.

Drawings

FIG. 1 is a schematic diagram of the overall structure of the present application;

FIG. 2 is a cross-sectional structural schematic of the present application;

FIG. 3 is a schematic illustration of a gabion structure according to the present application;

fig. 4 is an enlarged schematic view of the structure at a in fig. 1 of the present application.

Description of reference numerals: 1. a flood bank; 2. a gabion; 201. breaking stone blocks; 202. reinforcing the net; 3. a reinforcing mesh layer; 4. a planting mechanism; 401. a crushed stone layer; 402. a limiting bulge; 5. second planting soil; 6. a reinforcing plate; 7. planting grooves; 8. first planting soil; 9. a staircase; 10. a separator plate; 11. a water line; 12. a river channel body; 13. reinforcing the cement layer; 14. and (5) reinforcing the strip.

Detailed Description

The present application is described in further detail below with reference to figures 1-4.

The present application provides the following technical solutions, please refer to fig. 1 and 2, the river management flood control device comprises a flood bank 1, the flood bank 1 can play a role of retaining water, a gabion 2 is installed on one side of the flood bank 1, the gabion 2 can enhance the strength of the flood bank 1, so that the flood bank 1 cannot be easily broken down by water, a reinforcement mesh layer 3 is installed on the upper surface of the gabion 2, the reinforcement mesh layer 3 can enhance the stability of the gabion 2, planting mechanisms 4 are installed on the upper surface of the reinforcement mesh layer 3, the planting mechanisms 4 are used for planting, so as to enhance the beauty of the flood bank 1, so that the present application is more green and environment-friendly, reinforcing plates 6 are installed on the upper surface of the reinforcement mesh layer 3, the reinforcing plates 6 are connected with the flood bank 1, the reinforcing plates 6 are formed by cement pouring, so as to have better stability, thereby enhancing the strength of the flood bank 1, so that the flood bank 1 is not easy to collapse, a river body 12 and a cement layer 13 are installed on one side of the flood bank 2 far away from the flood bank 1, the river course body 12 is located the lower surface on reinforced cement layer 13, and reinforced cement layer 13 can strengthen being connected between river course body 12 and the gabion 2.

Referring to fig. 2, the reinforcing strips 14 are mounted on the upper surface of the reinforcing cement layer 13, one side of each reinforcing strip 14 is connected to the planting mechanism 4, and the reinforcing strips 14 can reinforce the space between the planting mechanism 4 and the reinforcing cement layer 13, so that the reinforcing cement layer 13 is prevented from being washed into the river channel body 12 by rainwater.

Please refer to fig. 2, the planting mechanism 4 includes a gravel layer 401 disposed on the upper surface of the steel mesh layer 3, a limiting protrusion 402 is uniformly disposed on the upper surface of the gravel layer 401, a second planting soil 5 is disposed on the upper surface of the gravel layer 401, the second planting soil 5 is used for planting nursery stocks, the second planting soil 5 is disposed on one side of the limiting protrusion 402 close to the flood bank 1, and the limiting protrusion 402 can limit the position of the second planting soil 5 and prevent soil on the flood bank 1 from being flushed into the river channel body 12 by water flow as far as possible.

Referring to fig. 2 and 3, the gabion 2 comprises a reinforcing mesh 202 arranged on the lower surface of the mesh reinforcement layer 3, wherein the crushed stones 201 are arranged inside the reinforcing mesh 202, and the reinforcing mesh 202 is woven by high-corrosion-resistance, high-strength and ductile low-carbon steel wires so as to limit the positions of the crushed stones 201.

Referring to fig. 1 and 4, a stair 9 is installed at one side of the flood bank 1, the stair 9 is convenient for maintenance personnel to go down to the inner side of the flood bank 1 for hidden trouble investigation, partition boards 10 are installed at both sides of the stair 9, and the partition boards 10 can reinforce the stair 9 to a certain extent. One side that division board 10 kept away from stair 9 is connected with gusset plate 6, can strengthen the steadiness between stair 9 and the gusset plate 6, and division board 10 keeps away from one side of flood bank 1 and installs water level line 11, and the water level line 11 of setting is convenient for observe the water level when the river soaks.

Referring to fig. 4, planting grooves 7 are uniformly formed in the reinforcing plate 6, first planting soil 8 is installed inside the planting grooves 7, the planting grooves 7 can limit the positions of the first planting soil 8, the first planting soil 8 is prevented from being washed away by rainwater as much as possible, and the first planting soil 8 is used for planting herbaceous plants.

The implementation principle of the river course management flood control device of the embodiment of the application is as follows:

during the use, run into flood breakwater 1 and can play the manger plate effect, gabion 2 and gusset plate 6 can strengthen the intensity of breakwater 1, and gusset plate 6 forms for cement is pour, has better steadiness, makes the situation that breakwater 1 can not appear dyke body attenuation, fracture easily after long-time water impact, dykes and dams collapse even to reduce the threat that the flood caused personnel's safety.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims (8)

1. The utility model provides a river course administers flood control device which characterized in that includes:

flood control dam (1), one side of flood control dam (1) is provided with gabion (2), the upper surface of gabion (2) is provided with reinforcing bar stratum reticulare (3), the upper surface of reinforcing bar stratum reticulare (3) is provided with planting mechanism (4), the upper surface of reinforcing bar stratum reticulare (3) is provided with gusset plate (6), gusset plate (6) with flood control dam (1) is connected, gabion (2) are kept away from one side of flood control dam (1) is provided with river course body (12) and reinforced cement layer (13), river course body (12) are located the lower surface of reinforced cement layer (13).

2. The river regulation flood control device of claim 1, wherein: the upper surface of the reinforced cement layer (13) is provided with a reinforcing strip (14), and one side of the reinforcing strip (14) is connected with the planting mechanism (4).

3. The river regulation flood control device of claim 1, wherein: the gabion (2) comprises a reinforcing net (202) arranged on the lower surface of the reinforced net layer (3), and broken stones (201) are arranged inside the reinforcing net (202).

4. The river regulation flood control device of claim 1, wherein: the planting mechanism (4) comprises a gravel layer (401) arranged on the upper surface of the reinforced mesh layer (3), and limiting protrusions (402) are uniformly arranged on the upper surface of the gravel layer (401).

5. The river regulation flood control device of claim 1, wherein: one side of the flood control dike (1) is provided with a stair (9), and two sides of the stair (9) are provided with partition boards (10).

6. The river regulation flood control device of claim 1, wherein: planting grooves (7) are uniformly formed in the reinforcing plate (6), and first planting soil (8) is arranged inside the planting grooves (7).

7. The river regulation flood control device of claim 4, wherein: the upper surface of rubble layer (401) is provided with second planting soil (5), second planting soil (5) are located spacing arch (402) are close to one side of flood bank (1).

8. The river regulation flood control device of claim 5, wherein: one side of the isolation plate (10) far away from the stairs (9) is connected with the reinforcing plate (6), and one side of the isolation plate (10) far away from the flood bank (1) is provided with a water level line (11).

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