CN220183945U - Riverbed antiseep and view constructional system - Google Patents

Abstract

The utility model discloses a riverbed antiseep and landscape construction system, which relates to the technical field of hydraulic engineering and comprises dykes and riverbeds arranged between the dykes and the dams, wherein two sides of the riverbed are connected with the dykes and the dams through connecting layers which are obliquely arranged, the riverbed antiseepage and landscape construction system further comprises a first antiseepage film, a first pouring layer, a second pouring layer, a rubber layer and a third pouring layer, the first antiseepage film is arranged on the upper surfaces of the riverbed and the two connecting layers, the first pouring layer is arranged on the upper surface of the first antiseepage film, the second pouring layer is arranged on the upper side of the first pouring layer, a rubber layer is arranged between the first pouring layer and the second pouring layer, the third pouring layer is arranged on the second pouring layer opposite to the two connecting layers, and a water plant planting layer is arranged on the second pouring layer opposite to the riverbed. Through the setting of first prevention of seepage membrane, first layer, second layer, rubber layer and third layer of pouring, can make the bottom of riverbed and the tie layer of both sides all have the antiseep function.

Description

Riverbed antiseep and view constructional system

Technical Field

The utility model relates to the technical field of hydraulic engineering, in particular to a riverbed anti-seepage and landscape construction system.

Background

With the continuous development of modern cities, the requirements of people on the grade of the cities are higher and higher, greening and water systems become the key for improving the grade of the cities, and for the cities with relatively short water resources, building landscape lakes, landscape reservoirs and the like by utilizing urban river channels become an indispensable component for the development of the cities.

Therefore, the urban river is treated by the anti-seepage treatment under the precondition of meeting the flood discharge, so that the pollution to soil and environment is avoided. For example, in the existing chinese patent 201921394335.0, a multi-layer seepage-proofing structure for a river is disclosed, which comprises a first dike, wherein the right end of the first dike is fixedly connected with a riverbed, the upper surface of the riverbed is fixedly connected with a clay layer, the upper surface of the clay layer is fixedly connected with a base, and the right side surface of the riverbed is fixedly connected with a second dike.

The protection to the bottom of the river bed in the China patent is only through setting up the base and setting up the reinforcing bar layer in the base, and this kind of setting only can play the effect of support, is difficult to reach antiseep effect.

Disclosure of Invention

The utility model aims to provide a riverbed anti-seepage and landscape construction system which is used for solving the technical problems.

The technical scheme adopted by the utility model is as follows:

the utility model provides a riverbed antiseep and view constructional system, includes dykes and dams and locates two riverbed between the dykes and dams, the both sides of riverbed are connected with two through the tie layer that the slope set up, still include first prevention of seepage membrane, first layer, second are pour layer, rubber layer and third and pour the layer, riverbed and two the upper surface of tie layer all is equipped with first prevention of seepage membrane, the upper surface of first prevention of seepage membrane is equipped with first layer of pouring, the upside of first layer of pouring is equipped with the second layer of pouring, first layer of pouring with the second is pour and be equipped with between the layer of pouring, the second is pour on the layer just to two the position of tie layer is equipped with the third and is pour the layer, the second is pour on the layer just to the position of riverbed is equipped with the pasture and water plant layer.

Preferably, the water plant planting device further comprises a second impermeable film, wherein the second impermeable film is arranged between the third pouring layer and the second pouring layer and between the water plant planting layer and the second pouring layer.

As a further preference, the anti-seepage device further comprises a drainage layer, wherein the drainage layer is arranged between the second anti-seepage film and the second pouring layer.

As a further preferred aspect, the present utility model further includes a drain pipe having one end penetrating the dam, the first impermeable film, the first casting layer, the rubber layer, and the second casting layer and extending into the drain layer.

Preferably, each third pouring layer is provided with a plurality of first planting grooves.

Preferably, a plurality of second planting grooves are formed in the dam.

As a further preferred aspect, the drainage layer is filled with gravel.

The technical scheme has the following advantages or beneficial effects:

according to the utility model, through the arrangement of the first impermeable film, the first pouring layer, the second pouring layer, the rubber layer and the third pouring layer, the bottom of the river bed and the connecting layers at two sides can have an impermeable function, and through the arrangement of the rubber layer, the buffer effect can be achieved, and the situation that the second pouring layer directly acts on the first pouring layer to cause the first pouring layer to break is avoided.

Drawings

FIG. 1 is a perspective view of a portion of a riverbed leakage prevention and landscape architecture system in accordance with the present utility model;

FIG. 2 is a top view of a portion of the riverbed leakage prevention and landscape architecture system of the present utility model;

FIG. 3 is a front view of the riverbed leakage prevention and landscape architecture system of the present utility model;

FIG. 4 is a cross-sectional view taken along line A-A of FIG. 2;

fig. 5 is an enlarged view at B in fig. 1;

fig. 6 is an enlarged view at C in fig. 4.

In the figure: 1. a dike; 2. a river bed; 3. a connection layer; 4. a first barrier film; 5. a first casting layer; 6. a second casting layer; 7. a rubber layer; 8. a third casting layer; 9. a aquatic plant planting layer; 10. a second barrier film; 11. a drainage layer; 12. a drain pipe; 13. a first planting groove; 14. and a second planting groove.

Detailed Description

The following description of the embodiments of the present utility model will be made apparent and fully in view of the accompanying drawings, in which some, but not all embodiments of the utility model are shown. 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.

In the description of the present utility model, it should be noted that, if terms such as "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like are used, the indicated orientation or positional relationship is based on the orientation or positional relationship shown in the drawings, only for convenience of describing the present utility model and simplifying the description, and does not indicate or imply that the indicated apparatus or element must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present utility model. Furthermore, the terms "first," "second," "third," and the like, as used herein, are used for descriptive purposes only and are not to be construed as indicating or implying any relative importance.

In the description of the present utility model, it should be noted that unless explicitly stated and limited otherwise, the terms "mounted," "connected," and "connected" should be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present utility model will be understood in specific cases by those of ordinary skill in the art.

FIG. 1 is a perspective view of a portion of a riverbed leakage prevention and landscape architecture system in accordance with the present utility model; FIG. 2 is a top view of a portion of the riverbed leakage prevention and landscape architecture system of the present utility model; FIG. 3 is a front view of the riverbed leakage prevention and landscape architecture system of the present utility model; FIG. 4 is a cross-sectional view taken along line A-A of FIG. 2; fig. 5 is an enlarged view at B in fig. 1; fig. 6 is an enlarged view of the position C in fig. 4, please refer to fig. 1 to 6, which shows a preferred embodiment, and the shown riverbed antiseep and landscape construction system comprises a dam 1 and a riverbed 2 arranged between the two dams 1, wherein two sides of the riverbed 2 are connected with the two dams 1 through a connecting layer 3 arranged in an inclined manner, the riverbed antiseepage construction system further comprises a first antiseepage film 4, a first pouring layer 5, a second pouring layer 6, a rubber layer 7 and a third pouring layer 8, the riverbed 2 and the upper surfaces of the two connecting layers 3 are respectively provided with the first antiseepage film 4, the upper surface of the first antiseepage film 4 is provided with the first pouring layer 5, the upper side of the first pouring layer 5 is provided with the second pouring layer 6, a rubber layer 7 is arranged between the first pouring layer 5 and the second pouring layer 6, a third pouring layer 8 is arranged on the second pouring layer 6 opposite to the two connecting layers 3, and a water plant layer 9 is arranged on the second pouring layer 6 opposite to the riverbed 2. In this embodiment, as shown in fig. 4, the two sides of the river bed 2 are the connection layers 3 for connecting the dikes 1, and the first impermeable film 4 is disposed on the connection layers 3 and the upper side of the river bed 2 for preventing the water source in the river bed 2 from leaking. The first pouring layer 5 is arranged on the upper side of the first impermeable film 4 and used for protecting the first impermeable film 4, and the first pouring layer 5, the second pouring layer 6 and the third pouring layer 8 are all concrete pouring. The rubber layer 7 is arranged between the first pouring layer 5 and the second pouring layer 6, so that the second pouring layer 6 can be buffered, the situation that the gravity is directly acted on the first pouring layer 5 by the second pouring layer 6 is avoided, and the first pouring layer 5 is prevented from being broken. Reinforcing steel bars can be arranged in the first pouring layer 5 and the second pouring layer 6, so that the strength of the first pouring layer 5 and the second pouring layer 6 is increased. The water plant planting layer 9 can be used for planting some water plants, so that serious water and soil loss is avoided.

Further, as a preferred embodiment, the water plant planting device further comprises a second impermeable film 10, wherein the second impermeable film 10 is arranged between the third pouring layer 8 and the second pouring layer 6 and between the water plant planting layer 9 and the second pouring layer 6. Referring to fig. 6, the first leakage preventing treatment can be achieved by providing the second leakage preventing film 10, and providing the first leakage preventing film 4 for the second leakage preventing treatment.

Further, as a preferred embodiment, the water draining layer 11 is further included, and the water draining layer 11 is disposed between the second impermeable film 10 and the second casting layer 6. The drainage layer 11 is provided for draining the leaked water source.

Further, as a preferred embodiment, a drain pipe 12 is further included, and one end of the drain pipe 12 penetrates through the dike 1, the first impermeable film 4, the first casting layer 5, the rubber layer 7 and the second casting layer 6 and extends into the drainage layer 11. When the water source in the river bed 2 leaks into the drainage layer 11, it can be discharged through the drainage pipe 12. Wherein the other end of the drain pipe 12 extends to the outside of the dike 1.

Further, as a preferred embodiment, each third casting layer 8 is provided with a plurality of first planting grooves 13. A plurality of second planting grooves 14 are formed in the dam 1. Referring to fig. 1 and 5, the first planting groove 13 and the second planting groove 14 may each be filled with soil. Wherein the first planting groove 13 can be used for planting aquatic plants, and the second planting groove 14 can be used for planting trees. Referring to fig. 5, two rows of second planting grooves 14 are provided on the dike 1, and a human-shaped walkway is provided between the two rows of second planting grooves 14.

Further, as a preferred embodiment, the drainage layer 11 is filled with gravel. The size of the filled gravel is 55-65 mm, and the thickness of the filling gravel is 15-25 cm.

The foregoing description is only illustrative of the preferred embodiments of the present utility model and is not to be construed as limiting the scope of the utility model, and it will be appreciated by those skilled in the art that equivalent substitutions and obvious variations may be made using the description and illustrations of the present utility model, and are intended to be included within the scope of the present utility model.

Claims (7)

1. The utility model provides a riverbed antiseep and view constructional system, includes dykes and dams and locates two between the dykes and dams, the both sides of riverbed are connected with two through the tie layer that the slope set up, its characterized in that still includes first prevention of seepage membrane, first pouring layer, second pouring layer, rubber layer and third pouring layer, riverbed and two the upper surface of tie layer all is equipped with first prevention of seepage membrane, the upper surface of first prevention of seepage membrane is equipped with first pouring layer, the upside of first pouring layer is equipped with the second pouring layer, first pouring layer with be equipped with between the second pouring layer the rubber layer, the second is poured on the layer just to two the position of tie layer is equipped with the third pouring layer, the second is poured on the layer just to the position of riverbed is equipped with pasture and water plant layer.

2. The riverbed leakage-prevention and landscaping construction system of claim 1, further comprising a second impermeable membrane, wherein the second impermeable membrane is disposed between the third casting layer and the second casting layer, and between the aquatic plant growing layer and the second casting layer.

3. The riverbed leakage prevention and landscaping construction system of claim 2, further comprising a drainage layer, the drainage layer being provided between the second impermeable membrane and the second casting layer.

4. A riverbed leakage prevention and landscape architecture system as recited in claim 3, further comprising a drain pipe having one end extending through the dike, the first impermeable membrane, the first casting layer, the rubber layer, and the second casting layer and into the drain layer.

5. The system for constructing a river bed with leakage prevention and landscaping according to claim 1, wherein each third casting layer is provided with a plurality of first planting grooves.

6. The system for constructing a river bed with leakage prevention and landscaping according to claim 1, wherein a plurality of second planting grooves are formed in the dam.

7. The riverbed leakage prevention and landscaping construction system of claim 4, wherein the drainage layer is filled with gravel.