CN219671227U - Permeation-resistant flood control dike - Google Patents

Abstract

The utility model relates to the technical field of flood control dikes, in particular to a permeation-resistant flood control dike, which comprises a river bank matrix and is characterized in that: a flood control dyke base is nested on one side of a river bank matrix, a plurality of connecting grooves are formed in one side of the flood control dyke base, two flood control folded plates are fixed in each connecting groove, connecting grooves are formed in the same side of each two flood control folded plates, a seepage prevention wall is fixedly arranged in each connecting groove, and a protection baffle layer is fixedly arranged between the two seepage prevention walls on one side of each flood control folded plate. The technical problem to be solved by the utility model is a permeation-resistant flood dike with a multilayer permeation-resistant structure and an heightening function.

Description

Permeation-resistant flood control dike

Technical Field

The utility model relates to the technical field of flood dikes, in particular to an anti-seepage flood dike.

Background

The flood dike is a dike built for preventing river from overflowing, the flood dike is usually a pile of soil, the soil pile is long-strip, sometimes can extend for several kilometers along a river, a lake or the ocean, most of the flood dike along the coast of the Mitsubishi river is 3-7 meters high, the flood dike in the Netherlands is up to 10 meters, the flood dike can inhibit flood, for example, the Mitsubishi river is along, the flood dike can protect people on the river bank from flood every year, and the flood disaster is avoided, but on the one hand, the flood dike is bad in that the flood dike can be dug out, and can be possibly also overflowed by river water, and before, the flood dike can flood for several hundred kilometers in spring, the flood is still laid in the river bed, but as long as the flood dike dug, the river water can flow out from a gap, and a large area is submerged;

the existing flood bank protection slope achieves basic operation performance, but the following defects still exist: 1. the existing flood control dike slope protection structure is simple, has no function of preventing penetration of flood control lifting during use, and reduces the practicability of flood control lifting; 2. meanwhile, when the existing flood control bag is large in flood, the existing flood control bag does not have a heightening function, personnel are required to heighten the flood control bag manually, and the practicality of the flood control bag is reduced.

Disclosure of Invention

The utility model aims to solve the technical problem of a permeation-resistant flood dike with a multilayer permeation-resistant structure and an heightening function.

The technical scheme adopted by the utility model is that the flood control dam comprises a river bank matrix for fixing a flood control dam structure, and is characterized in that: the flood control dam is characterized in that a flood control dam base is nested on one side of the river bank base, various seepage prevention layers are convenient to fix, a plurality of connecting grooves are formed in one side of the flood control dam base, two flood control folded plates are fixed in each connecting groove, the flood control dam base has a bending structure, the moisture permeation speed is slowed down, two flood control folded plates are fixedly arranged in the connecting grooves on the same side, the seepage prevention walls are fixedly arranged in the connecting grooves, the seepage prevention can be further carried out, and a protection baffle layer is fixedly arranged between the two seepage prevention walls and used for protecting and preventing the seepage.

As a further scheme of the utility model: the river bank base body top is fixed with the foundation wall, the recess has been seted up to the foundation wall top, recess one side articulates has fender Hong Ban, and when the water level increased, can be used as interim flood control, fender Hong Ban one side articulates there is the roof, roof one side is fixed with a plurality of hydraulic telescoping post, a plurality of hydraulic telescoping post one end is fixed with the roof, the roof bottom articulates in the recess downside.

As a further scheme of the utility model: the river bank matrix, the flood control dyke base, the flood control folded plate, the impervious wall and the protective baffle layer are fixedly connected through concrete, so that good permeability resistance is guaranteed.

As a further scheme of the utility model: the recess downside is located fender Hong Ban and roof hinge department and is fixed with the boss, boss height is greater than the recess degree of depth, can be with fender Hong Ban and roof hinge department jack-up, the roof will keep off Hong Ban jack-up of being convenient for.

As a further scheme of the utility model: the bottom end of the connecting plate is hinged to the lower side of the groove, and the hydraulic telescopic column can conveniently stretch.

As a further scheme of the utility model: and the hydraulic telescopic columns are communicated with an external hydraulic control device.

Compared with the prior art, the utility model has the advantages that: according to the utility model, the three-layer anti-seepage structure of the anti-seepage folded plate, the anti-seepage wall and the protective baffle layer is added, the anti-seepage effect can be well achieved by staggeredly fixing the three-layer anti-seepage structure, the baffle Hong Ban is added, the top plate is driven by the hydraulic telescopic column to jack up the baffle Hong Ban, and the height of the anti-seepage dike can be increased to prevent flood.

Drawings

The accompanying drawings are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate the utility model and together with the embodiments of the utility model, serve to explain the utility model. In the drawings:

figure 1 is a perspective view of the overall structure of a permeation resistant jetty according to the present utility model.

Figure 2 is a schematic view of a partial structure of a permeation resistant jetty according to the present utility model.

Figure 3 is a cross-sectional view of the overall structure of a permeation resistant fluke according to the present utility model.

Drawings

1. A river bank matrix; 2. a flood control dike base; 3. flood control folded plate; 4. an impermeable wall; 5. a protective shield layer; 6. a foundation wall; 7. a catch Hong Ban; 8. a top plate; 9. a hydraulic telescopic column; 10. a connecting plate; 2.1, a connecting groove; 6.1, grooves; 6.2, a boss.

Description of the embodiments

The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.

The utility model provides a technical scheme that: in order to solve the existing problems set forth in the background art.

With reference to fig. 1 to 3, it can be seen that the flood dike structure comprises a river bank matrix 1 for fixing the flood dike structure, and is characterized in that: the flood control wall comprises a river bank base body 1, a flood control wall base 2 is nested on one side of the river bank base body 1, various permeation prevention layers are convenient to fix, a plurality of connecting grooves 2.1 are formed in one side of the flood control wall base 2, two flood control folded plates 3 are fixed in the connecting grooves 2.1, the flood control wall base has a bending structure, the moisture permeation speed is slowed down, the connecting grooves 2.1 are formed in the same side of the flood control folded plates 3, permeation prevention walls 4 are fixedly arranged in the connecting grooves 2.1, permeation prevention can be further carried out, and a protection baffle layer 5 is fixedly arranged between the two permeation prevention walls 4 and used for protecting and preventing permeation.

The top of the river bank matrix 1 is fixedly provided with a foundation wall 6, the upper side of the foundation wall 6 is provided with a groove 6.1, one side of the groove 6.1 is hinged with a baffle Hong Ban, when the water level is increased, the river bank matrix can be used for temporary flood control, one side of the baffle Hong Ban is hinged with a top plate 8, one side of the top plate 8 is fixedly provided with a plurality of hydraulic telescopic columns 9, one end of each hydraulic telescopic column 9 is fixedly provided with a top plate 8, and the bottom end of each top plate 8 is hinged to the lower side of the groove 6.1; the river bank base body 1, the flood bank base 2, the flood control folded plate 3, the anti-seepage wall 4 and the protective baffle layer 5 are fixedly connected through concrete, so that good anti-seepage performance is ensured; a boss 6.2 is fixed at the position, where the flood barrier 7 is hinged with the top plate 8, of the lower side of the groove 6.1, and the height of the boss 6.2 is larger than the depth of the groove 6.1, so that the position, where the flood barrier 7 is hinged with the top plate 8, can be jacked, and the top plate 8 can jack up the barrier Hong Ban 7 conveniently; the bottom end of the connecting plate 10 is hinged to the lower side of the groove 6.1, so that the hydraulic telescopic column 9 can conveniently stretch; the hydraulic telescopic columns 9 are communicated with an external hydraulic control device.

The working principle of the utility model is as follows: when this dyke is in the flood control, the protective baffle layer 5 can receive the impact of flood at first, through the crisscross overall arrangement structure between dyke base 2, flood control folded plate 3, anti-seepage wall 4 and the protective baffle layer 5 to and the fastening of caulking of concrete, can effectually prevent that the flood from permeating into river bank base member 1, if the water level is higher, can start a plurality of hydraulic telescoping column 9 and drive roof 8 and remove to one end, thereby drive fender Hong Ban one end and upwards turn up, play the effect of keeping off the flood.

The utility model and its embodiments have been described above with no limitation, and the actual construction is not limited to the embodiments of the utility model as shown in the drawings. In summary, if one of ordinary skill in the art is informed by this disclosure, a structural manner and an embodiment similar to the technical solution should not be creatively devised without departing from the gist of the present utility model.

Claims (6)

1. A permeation resistant breakwater comprising a riverbank substrate (1), characterized in that: flood control dyke base (2) have been nested to river bank base (1) one side, a plurality of spread groove (2.1) have been seted up to flood control dyke base (2) one side, every all be fixed with two flood control folded plates (3) in spread groove (2.1), two flood control folded plates (3) all have seted up spread groove (2.1) with one side, fixed in spread groove (2.1) are equipped with anti-seepage wall (4), flood control folded plates (3) one side is located and fixedly is equipped with protection baffle layer (5) between two anti-seepage walls (4).

2. A permeation resistant flood barrier according to claim 1, wherein: the river bank base body (1) top is fixed with foundation wall (6), recess (6.1) are seted up to foundation wall (6) upside, recess (6.1) one side articulates has fender Hong Ban (7), fender Hong Ban (7) one side articulates has roof (8), roof (8) one side is fixed with a plurality of hydraulic telescoping column (9), a plurality of hydraulic telescoping column (9) one end is fixed with connecting plate (10).

3. A permeation resistant flood barrier according to claim 1, wherein: the river bank base body (1), the flood control dike base (2), the flood control folded plate (3), the impervious wall (4) and the protective baffle layer (5) are fixedly connected through concrete.

4. A permeation resistant flood barrier according to claim 2, wherein: the boss (6.2) is fixed at the hinge position of the baffle Hong Ban (7) and the top plate (8) at the lower side of the groove (6.1), and the height of the boss (6.2) is greater than the depth of the groove (6.1).

5. A permeation resistant flood barrier according to claim 2, wherein: the bottom end of the connecting plate (10) is hinged to the lower side of the groove (6.1).

6. A permeation resistant flood barrier according to claim 2, wherein: the hydraulic telescopic columns (9) are communicated with an external hydraulic control device.