CN219410730U

CN219410730U - Impervious flood control dyke

Info

Publication number: CN219410730U
Application number: CN202320859149.XU
Authority: CN
Inventors: 夏海飞
Original assignee: Wuxi Zhong'ao Enterprise Management Consulting Co ltd
Current assignee: Xinzhou Water Conservancy Construction Investment Co ltd
Priority date: 2023-04-18
Filing date: 2023-04-18
Publication date: 2023-07-25
Anticipated expiration: 2033-04-18

Abstract

The utility model discloses an impervious and flood-proof dike, which comprises a hinged bottom plate and an inclined plate, wherein a first fixed rod extending into a pavement is arranged on the bottom plate, a second fixed rod extending into a first slope is arranged on the inclined plate, and a supporting rod is arranged between the bottom plate and the inclined plate. According to the impervious and flood-preventing dike provided by the utility model, before flood season comes, the first fixing rod on the bottom plate is inserted into the reserved hole on the footpath, the second fixing rod on the inclined plate is inserted into the reserved hole on the first slope, the bottom plate and the inclined plate are respectively clung to the footpath and the first slope, the bottom plate and the inclined plate are fixed by the supporting rods, the footpath and the first slope of the dike are sealed by the cooperation of the plurality of bottom plates and the inclined plate, the river water is prevented from penetrating, the triangle is formed by the cooperation of the supporting rods, the bottom plate and the inclined plate, and meanwhile, the triangle is fixed on the dike by the cooperation of the first fixing rod and the second fixing plate.

Description

Impervious flood control dyke

Technical Field

The utility model relates to the technical field of water conservancy facilities, in particular to an impervious flood dike.

Background

The dam is a common water conservancy facility and is mainly used for preventing water and blocking water, the dam can limit river water, and meanwhile, the river bank is protected, and the soil loss of the river bank is reduced or avoided.

According to publication (bulletin) number CN215714978U, publication (bulletin) date 2022.02.01, a leakage-resistant flood dike is disclosed, characterized in that: the anti-seepage slope protection device comprises a flood control dike body, wherein a flood control surface of the flood control dike body is provided with an anti-seepage slope protection layer, the lower part of the flood control dike body is fixed with a foundation through a fixed column, and the top of the flood control dike body is provided with a heightening structure. The dam is provided with the foundation layer to be matched with the fixed layer and the fixed column, so that flood control is carried and fixed, the situation that flood control is unstable due to large flood water potential is avoided, and the stability of flood control is improved; set up inclined plane slope protection layer, can carry multiple protection to the flood control and carry, avoided the rainwater to permeate the inside that the flood control carried, can waterproof, anticorrosive to and the effect of improvement intensity has increased the security that the flood control carried.

In the prior art including the above patent, the existing dike is generally divided into two parts, one part is a sealing area which is often contacted with the water body, the other part is a semi-closed area which is not contacted with the water body, a healthy pavement is arranged between the two parts, the semi-closed area is mainly formed by stacking stone blocks so as to facilitate rainwater infiltration, but in the flood season, the water level rises, the semi-closed area is submerged, and river water easily passes through gaps between the stone blocks to take away soil below the stone blocks, thereby causing soil loss.

Disclosure of Invention

The utility model aims to provide an impervious and flood-preventing dike, which aims to solve the problem that soil below a stone is easily taken away by river water when a semi-closed area of the dike is submerged by the river water in a flood season.

In order to achieve the above purpose, the utility model provides a seepage-resistant and flood-proof dike, which comprises a hinged bottom plate and an inclined plate, wherein a first fixed rod extending to the inside of a pavement is arranged on the bottom plate, a second fixed rod extending to the inside of a first slope is arranged on the inclined plate, and a supporting rod is arranged between the bottom plate and the inclined plate.

Preferably, the support rod is a threaded telescopic rod.

Preferably, the first end of the support rod is rotatably mounted on the sloping plate.

Preferably, a first tenon block is arranged on the second end of the supporting rod.

Preferably, a mortise adapted to the first tenon is formed in the bottom plate.

Preferably, the side walls on two opposite sides of the bottom plate are respectively provided with a second tenon block and a tenon groove matched with the second tenon blocks.

Preferably, the side walls of the two opposite sides of the sloping plate are respectively provided with a third tenon block and a tenon groove matched with the third tenon block.

In the technical scheme, the impervious and flood dike provided by the utility model has the following beneficial effects: before flood season comes, first dead lever on the bottom plate inserts in the preformed hole on the footpath earlier, insert the preformed hole on first slope with the second dead lever on the swash plate in, bottom plate and swash plate are hugged closely respectively on footpath and first slope this moment, it is fixed with bottom plate and swash plate to utilize the bracing piece this moment, a plurality of bottom plates and swash plate cooperation seal the footpath and the first slope of dykes and dams, avoid river infiltration, the bracing piece forms triangle with bottom plate, swash plate cooperation, first dead lever and second fixed plate cooperation are fixed this triangle-shaped on dykes and dams simultaneously.

Drawings

In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings that are needed in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments described in the present utility model, and other drawings may be obtained according to these drawings for a person having ordinary skill in the art.

FIG. 1 is a schematic diagram of the overall structure provided by an embodiment of the present utility model;

fig. 2 is a schematic diagram of an internal structure according to an embodiment of the present utility model.

Reference numerals illustrate:

11. a bottom plate; 111. a first fixing rod; 112. a second tenon block; 12. a sloping plate; 121. a second fixing rod; 122. a third tenon block; 13. a support rod; 131. a first tenon block; 21. a footpath; 22. a first ramp.

Detailed Description

In order to make the technical scheme of the present utility model better understood by those skilled in the art, the present utility model will be further described in detail with reference to the accompanying drawings.

As shown in fig. 1-2, a flood barrier comprises a hinged base plate 11 and a sloping plate 12, wherein a first fixing rod 111 extending to the inside of a footpath 21 is arranged on the base plate 11, a second fixing rod 121 extending to the inside of a first slope 22 is arranged on the sloping plate 12, and a supporting rod 13 is arranged between the base plate 11 and the sloping plate 12.

In the above technical scheme, before the flood season comes, first fixing rods 111 on the bottom plate 11 are inserted into the reserved holes on the footpath 21, second fixing rods 121 on the inclined plate 12 are inserted into the reserved holes on the first slope 22, at this time, the bottom plate 11 and the inclined plate 12 are respectively clung to the footpath 21 and the first slope 22, at this time, the bottom plate 11 and the inclined plate 12 are fixed by utilizing the supporting rods 13, the footpath 21 and the first slope 22 of the dykes are sealed by matching a plurality of bottom plates 11 and the inclined plates 12, river water infiltration is avoided, the supporting rods 13, the bottom plate 11 and the inclined plate 12 are matched to form a triangle, and meanwhile, the triangle is fixed on the dykes by matching the first fixing rods 111 and the second fixing rods 121.

As a further provided embodiment of the present utility model, as shown in fig. 1-2, the supporting rod 13 is specifically a threaded telescopic rod, a first end of the supporting rod 13 is rotatably installed on the sloping plate 12, a second end of the supporting rod 13 is provided with a first tenon block 131, and a tenon slot adapted to the first tenon block 131 is formed on the bottom plate 11; before the flood season comes, first fixed rod 111 on bottom plate 11 is inserted in the preformed hole on the pavement 21, second fixed rod 121 on swash plate 12 is inserted in the preformed hole on first slope 22, bottom plate 11 and swash plate 12 are hugged closely on pavement 21 and first slope 22 respectively this moment, rotate the middle part of bracing piece 13 and make it extend, bracing piece 13 pushes against first tenon piece 131 and moves along the tongue-and-groove on bottom plate 11, and support the terminal of tongue-and-groove, bracing piece 13 is fixed bottom plate 11 and swash plate 12 this moment, a plurality of bottom plates 11 and swash plate 12 cooperate to seal pavement 21 and first slope 22 of dykes and dams, avoid river infiltration, bracing piece 13 cooperates with bottom plate 11, swash plate 12 to form the triangle, first fixed rod 111 and second fixed rod 121 cooperate to fix this triangle on dykes and dams simultaneously.

As a further embodiment of the present utility model, as shown in fig. 1-2, the side walls of opposite sides of the bottom plate 11 are respectively provided with a second tenon 112 and a mortise adapted to the second tenon 112; the second tenon 112 on the bottom plates 11 is matched with the tenon grooves on the adjacent bottom plates 11 to seal the gaps between the bottom plates 11, so that water is prevented from penetrating from the gaps between the bottom plates 11.

As a further embodiment of the present utility model, as shown in fig. 1-2, the side walls on two opposite sides of the inclined plate 12 are respectively provided with a third tenon 122 and a mortise adapted to the third tenon 122, and the third tenon 122 on the inclined plate 12 is matched with the mortise on the adjacent inclined plate 12 to seal the gap between the inclined plates 12, so as to avoid water from penetrating from the gap between the inclined plates 12.

While certain exemplary embodiments of the present utility model have been described above by way of illustration only, it will be apparent to those of ordinary skill in the art that modifications may be made to the described embodiments in various different ways without departing from the spirit and scope of the utility model. Accordingly, the drawings and description are to be regarded as illustrative in nature and not as restrictive of the scope of the utility model, which is defined by the appended claims.

Claims

1. The utility model provides a impervious and flood control dyke, its characterized in that includes articulated bottom plate (11) and swash plate (12), be provided with on bottom plate (11) and extend to inside first dead lever (111) of footpath (21), be provided with on swash plate (12) and extend to inside second dead lever (121) of first slope (22), bottom plate (11) with be provided with bracing piece (13) between swash plate (12).

2. A barrier according to claim 1, wherein the support bar (13) is in particular a threaded telescopic bar.

3. A barrier according to claim 1, wherein the first end of the support bar (13) is rotatably mounted to the sloping plate (12).

4. A barrier according to claim 1, wherein the second end of the support bar (13) is provided with a first tongue (131).

5. A flood barrier according to claim 4, wherein the base plate (11) is provided with a tongue-and-groove adapted to the first tongue-and-groove (131).

6. A flood barrier according to claim 1, wherein the side walls of opposite sides of the base plate (11) are provided with second blocks (112) and grooves adapted to the second blocks (112), respectively.

7. A flood barrier according to claim 1, wherein the side walls of opposite sides of the sloping plate (12) are provided with third blocks (122) and grooves adapted to the third blocks (122), respectively.