River channel revetment water and soil loss prevention structure

Abstract

The utility model discloses a riverway revetment water and soil loss prevention structure which comprises a riverbed and revetment side slopes, the revetment side slopes are arranged on the two sides of the riverbed, a fixed base is fixedly installed on the upper surface of the riverbed, a six-edge cylinder sleeve is fixedly installed on the revetment side slopes, the six-edge cylinder sleeve is filled with nutrient medium soil, and the nutrient medium soil is arranged on the upper surface of the riverbed. Amphibious aquatic plants are planted on the nutrient medium soil. According to the water and soil loss prevention structure for the river channel revetment, water poor in circulation can be stored through the sunken positions between the six-edge tube sleeves, the water can buffer sudden impact torrent flow, the stress area is increased through the structure, therefore, force is dispersed and weakened, and the water and soil loss prevention structure for the river channel revetment has the advantages that the water and soil loss prevention effect is good. And the six-edge tube sleeves are compacted through layer-by-layer stacking and connected with one another, and root systems of the amphibious aquatic plants penetrate through the rooting communicating holes to take roots into the bank protection slope, so that the six-edge tube sleeves and the bank protection slope can effectively form a whole, and the stability of the whole protection slope is improved.

Description

TECHNICAL FIELD

[0001] The utility model relates to water conservancy project protection structure technical field especially relates to a river revetment soil and water loss prevention structure. BACKGROUND

[0002] There are many river revetment soil and water loss prevention structures, including dry masonry or dry masonry revetment, concrete revetment, ecological bag revetment, gabion revetment and the like, and the ultimate purpose of these revetments is to protect the water and soil on the bank from loss and ensure the original form, however, at present, the river water is turbulent, and the two sides of the river are very flat and cannot weaken the impact speed of the river water, therefore, the two sides are very easy to be directly impacted by the turbulent river water, and the revetment structure is not firm and cannot disperse the force received to a plurality of stacked structures to bear, therefore, the overall stability is poor, for this reason, the utility model provides a river revetment soil and water loss prevention structure. SUMMARY

[0003] The utility model mainly aims at providing a river revetment soil and water loss prevention structure, which can effectively solve the problems in the background art.

[0004] To achieve the above-mentioned purpose, the utility model adopts the technical scheme that:

[0005] A river revetment soil and water loss prevention structure, comprising a riverbed and a revetment slope, both sides of the riverbed are provided with the revetment slope, the upper surface of the riverbed is fixedly installed with a fixed bottom base, the slope of the revetment slope is fixedly installed with a six-rib cylinder sleeve, the six-rib cylinder sleeve is filled with nutrient base soil, amphibious water grass is planted on the nutrient base soil, and the upper surface of the revetment slope is fixedly paved with a counterweight panel.

[0006] Preferably, the upper end port edge of the six-rib cylinder sleeve is provided with a clamping groove, and the rear surface of the six-rib cylinder sleeve is provided with a rooting communication hole.

[0007] Preferably, the six-rib cylinder sleeve is provided with a plurality of six-rib cylinder sleeves, the upper row of six-rib cylinder sleeves is arranged and stacked on the slope surface of the revetment slope by being nested in the clamping grooves of the corresponding six-rib cylinder sleeves of the lower row.

[0008] Preferably, the surface of the counterweight panel is provided with a hanging hole near one end position, and the lower surface of the counterweight panel is fixedly installed with anti-skid cones, and the anti-skid cones are provided with a plurality of anti-skid cones.

[0009] Preferably, the counterweight panel is correspondingly sleeved between the clamping grooves of the uppermost six-rib cylinder sleeves through the hanging hole, and the anti-skid cones are inserted into the upper surface of the revetment slope.

[0010] Compared with the prior art, the utility model has the following beneficial effects:

[0011] The riverway revetment soil and water loss prevention structure can store poor-flowing water through the recessed positions between the six-pronged cylinder sleeves of each layer, the water can buffer the sudden impact of the rapids, the structure increases the stress area, thereby dispersing and weakening the force, and the six-pronged cylinder sleeves are stacked and compacted layer by layer and are interconnected, and the roots of the amphibious water grasses pass through the rooting communication holes to root in the interior of the revetment slope, so that the six-pronged cylinder sleeves and the revetment slope form an integral whole, and the stability of the entire revetment slope is improved. BRIEF DESCRIPTION OF DRAWINGS

[0012] Fig. 1 It is a whole structure schematic view of the riverway revetment soil and water loss prevention structure of the utility model;

[0013] Fig. 2 It is a partial view of the riverway revetment soil and water loss prevention structure of the utility model;

[0014] Fig. 3 It is a disassembled display view of the riverway revetment soil and water loss prevention structure of the utility model.

[0015] In the drawing: 1, riverbed; 2, revetment slope; 3, fixed base; 4, six-pronged cylinder sleeve; 41, clamping groove; 42, rooting communication hole; 5, nutrient base soil; 6, amphibious water grass; 7, counterweight panel; 71, hanging hole; 72, anti-skid cone. DETAILED DESCRIPTION

[0016] In order to make the technical means, creative features, purposes and effects achieved by the utility model easy to understand, the utility model is further described below in combination with specific implementation manners.

[0017] As shown in the drawing, Figs. 1-3 A riverway revetment soil and water loss prevention structure, which comprises a riverbed 1 and a revetment slope 2, both sides of the riverbed 1 are provided with the revetment slope 2, the upper surface of the riverbed 1 is fixedly installed with a fixed base 3, the slope of the revetment slope 2 is fixedly installed with a six-pronged cylinder sleeve 4, the six-pronged cylinder sleeve 4 is filled with a nutrient base soil 5, the nutrient base soil 5 is planted with amphibious water grass 6, and the upper surface of the revetment slope 2 is fixedly laid with a counterweight panel 7.

[0018] Preferably, the upper end of the six-pronged cylinder sleeve 4 is provided with a clamping groove 41, and the rear surface of the six-pronged cylinder sleeve 4 is provided with a rooting communication hole 42, the rooting communication hole 42 is mainly arranged to enable the roots of the amphibious water grass 6 to grow through the rooting communication hole 42 into the revetment slope 2, so that the revetment slope 2 and the six-pronged cylinder sleeve 4 are firmly combined together, and the stability of the entire revetment is improved;

[0019] Preferably, the six-pronged cylinder sleeve 4 is provided with a plurality of upper six-pronged cylinder sleeves 4 arranged and stacked on the slope surface of the revetment slope 2 by being nested in the clamping grooves 41 of the corresponding six-pronged cylinder sleeves 4 in the lower row, and the six-pronged cylinder sleeves 4 are stacked layer by layer, with the upper layer pressing the lower layer and being interdependent, so that the force can be dispersed, and the collapse of the entire revetment caused by excessive force on a single position can be avoided.

[0020] Preferably, the surface of the counterweight panel 7 is provided with a hanging hole 71 near one end, and the lower surface of the counterweight panel 7 is fixedly provided with anti-skid cones 72, and the anti-skid cones 72 are provided with a plurality of anti-skid cones 72. The counterweight panel 7 hangs the topmost six-pronged cylinder sleeve 4 through its counterweight and the hanging hole 71, and the anti-skid cones 72 are firmly embedded into the upper surface of the revetment slope 2, thereby playing a role of reinforcing, anti-skid and stabilizing.

[0021] Preferably, the counterweight panel 7 is correspondingly sleeved in the clamping grooves 41 of the uppermost six-pronged cylinder sleeve 4 through the hanging hole 71, and the anti-skid cones 72 are inserted into the upper surface of the revetment slope 2.

[0022] The basic principle and main features of the present application and the advantages of the present application are shown and described above. It should be understood by those skilled in the art that the present application is not limited by the above embodiments, and the above embodiments and descriptions in the specification are only to illustrate the principles of the present application. Without departing from the spirit and scope of the present application, various changes and improvements can be made to the present application, and these changes and improvements all fall within the scope of the present application. The scope of protection of the present application is defined by the appended claims and their equivalents.

Claims

1. A riverbank protection structure to prevent soil erosion, characterized in that: The utility model relates to a riverbed (1) and revetment slope (2) are included, both sides of riverbed (1) are equipped with revetment slope (2), the upper surface of riverbed (1) is fixedly installed with fixed bottom (3), the slope of revetment slope (2) is fixedly installed with six prism cylinder cover (4), six prism cylinder cover (4) is filled with nutrient base soil (5) inside, amphibious water grass (6) is planted on nutrient base soil (5), the upper surface of revetment slope (2) is fixedly paved with counterweight panel (7).

2. A river bank protection soil loss prevention structure according to claim 1, characterized in that: The upper end of the six-prism cylinder cover (4) is provided with a clamping groove (41), and the rear surface of the six-prism cylinder cover (4) is provided with a rooting communication hole (42).

3. A river bank protection soil loss prevention structure according to claim 2, wherein: The six-prism cylinder cover (4) is provided with a plurality of six-prism cylinder covers (4), and the upper row of six-prism cylinder covers (4) are arranged and stacked on the slope surface of the revetment slope (2) by being nested in the clamping grooves (41) of the corresponding six-prism cylinder covers (4) of the lower row.

4. A river bank protection soil loss prevention structure according to claim 3, wherein: The surface of the counterweight panel (7) is provided with a hanging hole (71) near one end, and the lower surface of the counterweight panel (7) is fixedly installed with an anti-skid cone (72), and the anti-skid cone (72) is provided with a plurality of anti-skid cones (72).

5. A river bank protection soil loss prevention structure according to claim 4, wherein: The counterweight panel (7) is correspondingly sleeved between the clamping grooves (41) of the uppermost six-prism cylinder cover (4) through the hanging hole (71), and the anti-skid cone (72) is inserted into the upper surface of the revetment slope (2).

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