Gabion gabion net ecological protection slope

Abstract

The utility model discloses a gabion box ecological protection slope which comprises a foundation and a river levee, a baffle is installed on the right side of the upper portion of the foundation, and a protection slope assembly and a connecting assembly are installed on the right side of the river levee. Geotechnical cloth, a rubble layer, a gravel layer and a cement mortar layer can be sequentially arranged on the right side of the river bank, concrete square grids and a gabion gabion net are arranged above and below the right side of the cement mortar layer respectively, a soil layer connected with the cement mortar layer is arranged on the outer wall of the concrete square grids, and green plants are planted in the soil layer in the concrete square grids in a covering mode. And then the baffle is arranged on the right side of the gabion box, the first inserting rods are arranged below the baffle, in this way, the right end of the gabion box and the like can be blocked through the baffle, tensioning force can be applied to the left end of the gabion box through the cement mortar layer, and therefore it can be guaranteed that the gabion box is well erected.

Description

Technical Field

[0001] The utility model relates to the technical field of ecological slope protection, in particular to a gabion mesh ecological slope protection. Background Technique

[0002] At present, the phenomenon of soil erosion in China is becoming increasingly serious. In order to prevent soil erosion, common measures are to build water conservancy slope protection or gabion mesh ecological slope protection beside rivers, etc., which can play the role of soil and water conservation and flood control. And for the sake of beauty and environmental greening, green vegetation is often planted on the surface of water conservancy slope protection.

[0003] For example, a slope protection structure with the publication number of CN213625468U, specifically relates to an ecological slope protection, including a foot wall arranged at the bottom of the slope body. The structure of this utility model is simple, with fast construction speed and high efficiency; strong anti-scouring ability; it can ensure the integrity and stability of the fill soil on the slope surface;

[0004] This slope protection structure is to set a foot wall at the lower right side of the slope body and set a gabion mesh slope protection on the foot wall for slope protection. However, since one end of the foot wall is directly in contact with the river and there is no structure for intercepting and tightening the gabion mesh slope protection at the foot wall, as the river water flows, the ground under the foot wall will collapse, causing the foot wall to tilt. Then, under the action of the gravity of the stones in the gabion mesh slope protection, it cannot stand well, so the slope protection effect will be reduced. Content of the Utility Model

[0005] Aiming at the deficiencies of the prior art, the utility model provides a gabion mesh ecological slope protection, which solves the problem that in the existing slope protection structure, since one end of the foot wall is directly in contact with the river and there is no structure for intercepting and tightening the gabion mesh slope protection at the foot wall, as the river water flows, the ground under the foot wall will collapse, causing the foot wall to tilt. Then, under the action of the gravity of the stones in the gabion mesh slope protection, it cannot stand well, so the slope protection effect will be reduced.

[0006] To achieve the above purposes, the utility model is realized through the following technical solutions: A gabion mesh ecological slope protection, including a foundation and a river embankment. The river embankment is fixedly connected to the upper left side of the foundation. A baffle is installed on the upper right side of the foundation. A number of first inserting rods are fixedly connected to the lower side of the baffle, and the outer wall of the first inserting rods is connected to the inside of the foundation. A gabion mesh that fits the upper surface of the foundation is installed on the left side of the baffle. A slope protection component and a connection component are installed on the right side of the river embankment.

[0007] Preferably, the slope protection component includes a geotextile connected to the right side of the river embankment. A gravel layer is connected to the right side of the geotextile, and a sand and gravel layer is connected to the right side of the gravel layer. A cement mortar layer is connected to the right side of the sand and gravel layer, and the lower right side of the cement mortar layer is connected to a gabion mesh. A number of concrete squares are connected to the right side of the cement mortar layer.

[0008] Preferably, the inside of the gabion mesh is filled with stones.

[0009] Preferably, a soil layer wrapping the concrete squares is laid on the right side of the cement mortar layer.

[0010] Preferably, green plants are planted at the right end of the soil layer.

[0011] Preferably, the connection component includes a number of second insertion rods installed inside the cement mortar layer. The left end of the second insertion rod is connected to the inside of the river embankment, geotextile, gravel layer, and sand and gravel layer. A number of barbs are processed on the outer wall of the second insertion rod.

[0012] Beneficial effects

[0013] The present utility model provides a gabion mesh ecological slope protection, which has the following beneficial effects:

[0014] The geotextile, gravel layer, sand and gravel layer, and cement mortar layer can be sequentially arranged on the right side of the river embankment. A concrete square and a gabion mesh are respectively arranged on the upper and lower right sides of the cement mortar layer. A soil layer connected to the cement mortar layer is arranged on the outer wall of the concrete square, and green plants are planted in the soil layer inside the concrete square. This can improve the stability. Then, a baffle is arranged on the right side of the gabion mesh, and a number of first insertion rods are arranged under the baffle and inserted into the foundation to fix the baffle. In this way, the right end of the gabion mesh and the like can be blocked by the baffle, and a tensile force can be applied to the left end of the gabion mesh through the cement mortar layer, so as to ensure that the gabion mesh stands well. At the same time, a second insertion rod is arranged on the left side of the cement mortar layer and inserted into the river embankment, geotextile, gravel layer, and sand and gravel layer. In this way, the second insertion rod cooperates with the geotextile, gravel layer, sand and gravel layer, and cement mortar layer, etc. to improve the overall ecological slope protection effect. Description of the drawings

[0015] Figure 1 It is a structural schematic diagram of the present utility model.

[0016] Figure 2 It is a plane cross-sectional view of the present utility model.

[0017] Figure 3 It is a partial enlarged schematic diagram of the present utility model.

[0018] Figure 4This is a partially enlarged schematic view of the present utility model.

[0019] Figure 5 This is a partially enlarged schematic view of the present utility model.

[0020] In the figure: 1, foundation; 2, river embankment; 3, baffle; 4, first insertion rod; 5, gabion mesh; 6, geotextile; 7, gravel layer; 8, sand and gravel layer; 9, cement mortar layer; 10, soil layer; 11, stone; 12, concrete square; 13, green plants; 14, second insertion rod; 15, barb. Specific embodiments

[0021] Next, the technical solutions in the embodiments of the present utility model will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all the embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present utility model.

[0022] Please refer to Figures 1-5 , the present utility model provides a technical solution: a gabion mesh ecological slope protection, including a foundation 1 and a river embankment 2, the river embankment 2 is fixedly connected to the upper left side of the foundation 1, a baffle 3 is installed on the upper right side of the foundation 1, a plurality of first insertion rods 4 are fixedly connected to the lower side of the baffle 3, and the outer wall of the first insertion rod 4 is connected to the inside of the foundation 1. A gabion mesh 5 that fits the upper surface of the foundation 1 is installed on the left side of the baffle 3. A slope protection component and a connection component are installed on the right side of the river embankment 2;

[0023] A baffle 3 can be provided on the right side of the gabion mesh 5, a plurality of first insertion rods 4 can be provided under the baffle 3, and the first insertion rods 4 can be inserted into the foundation 1 to fix the baffle 3. In this way, the right end of the gabion mesh 5 and the like can be blocked by the baffle 3.

[0024] In this embodiment, it is further set that the slope protection component includes a geotextile 6 connected to the right side of the river embankment 2, a gravel layer 7 is connected to the right side of the geotextile 6, a sand and gravel layer 8 is connected to the right side of the gravel layer 7, a cement mortar layer 9 is connected to the right side of the sand and gravel layer 8, and the lower right side of the cement mortar layer 9 is connected to the gabion mesh 5. A plurality of concrete squares 12 are connected to the right side of the cement mortar layer 9;

[0025] A geotextile 6, a gravel layer 7, a sand and gravel layer 8, and a cement mortar layer 9 can be sequentially provided on the right side of the river embankment, and concrete squares 12 and gabion meshes 5 can be respectively provided on the upper and lower sides of the right side of the cement mortar layer 9. In this way, the stability can be improved.

[0026] In this embodiment, it is further arranged that stones 11 are filled inside the gabion mesh 5.

[0027] In this embodiment, it is further arranged that a soil layer 10 wrapping the concrete square 12 is laid on the right side of the cement mortar layer 9.

[0028] In this embodiment, it is further arranged that green plants 13 are planted at the right end of the soil layer 10;

[0029] A soil layer 10 connected to the cement mortar layer 9 can be arranged on the outer wall of the concrete square 12, and green plants 13 can be planted in the soil layer 10 in the concrete square 12, which can improve the slope protection effect.

[0030] In this embodiment, it is further arranged that the connecting component includes a number of second inserting rods 14 installed inside the cement mortar layer 9, and the left end of the second inserting rod 14 is connected to the inside of the river embankment 2, geotextile 6, gravel layer 7 and sand layer 8, and a number of barbs 15 are processed on the outer wall of the second inserting rod 14;

[0031] The second inserting rod 14 can be arranged on the left side of the cement mortar layer 9, then the second inserting rod 14 is inserted into the river embankment 2, geotextile 6, gravel layer 7 and sand layer 8, and barbs 15 are arranged on the outer wall of the second inserting rod 14, which can increase the tensioning effect.

[0032] Through those skilled in the art, the components in this case are connected in sequence. For the specific connection and operation sequence, reference should be made to the following working principle. The detailed connection means are well-known techniques in this field. The following mainly introduces the working principle and process.

[0033] Embodiment: When this device needs to be used, the geotextile 6, gravel layer 7, sand layer 8 and cement mortar layer 9 can be sequentially arranged on the right side of the river embankment, and the concrete square 12 and gabion mesh 5 are respectively arranged above and below the right side of the cement mortar layer 9. A soil layer 10 connected to the cement mortar layer 9 is arranged on the outer wall of the concrete square 12, and green plants 13 are planted in the soil layer 10 in the concrete square 12, which can improve the stability. Then, a baffle 3 is arranged on the right side of the gabion mesh 5, and a number of first inserting rods 4 are arranged below the baffle 3, and the first inserting rods 4 are inserted into the foundation 1 to fix the baffle 3. In this way, the right end of the gabion mesh 5 etc. can be blocked by the baffle 3, and a tensioning force can be applied to the left end of the gabion mesh 5 through the cement mortar layer 9, so as to ensure that the gabion mesh 5 stands well. At the same time, the second inserting rod 14 is arranged on the left side of the cement mortar layer 9, and the second inserting rod 14 is inserted into the river embankment 2, geotextile 6, gravel layer 7 and sand layer 8. In this way, the second inserting rod 14 cooperating with the geotextile 6, gravel layer 7, sand layer 8 and cement mortar layer 9 etc. can improve the overall ecological slope protection effect.

[0034] It should be noted that in this text, relational terms such as first and second are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply any actual relationship or order between these entities or operations. Moreover, the term "comprising", "including" or any other variant thereof is intended to cover non-exclusive inclusion, so that a process, method, article or device comprising a series of elements not only includes those elements, but also includes other elements not expressly listed, or further includes elements inherent to such process, method, article or device. Without further limitation, an element defined by the statement "comprising an..." does not exclude the presence of additional identical elements in the process, method, article or device comprising said element.

[0035] Although embodiments of the present invention have been shown and described, those of ordinary skill in the art can understand that various changes, modifications, substitutions and variations can be made to these embodiments without departing from the principles and spirit of the present invention. The scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. An ecological slope protection with gabion mesh, comprising a foundation (1) and a river embankment (2). The river embankment (2) is fixedly connected to the upper left side of the foundation (1). It is characterized in that: A baffle (3) is installed on the upper right side of the foundation (1). A number of first insertion rods (4) are fixedly connected to the lower side of the baffle (3), and the outer wall of the first insertion rod (4) is connected to the inside of the foundation (1). A gabion mesh (5) that fits against the upper surface of the foundation (1) is installed on the left side of the baffle (3). A slope protection component and a connection component are installed on the right side of the river embankment (2).

2. The gabion mesh ecological slope protection according to claim 1, characterized in that, The slope protection component includes a geotextile (6) connected to the right side of the river embankment (2). A gravel layer (7) is connected to the right side of the geotextile (6), and a sand and gravel layer (8) is connected to the right side of the gravel layer (7). A cement mortar layer (9) is connected to the right side of the sand and gravel layer (8), and the lower right side of the cement mortar layer (9) is connected to the gabion mesh (5). A number of concrete squares (12) are connected to the right side of the cement mortar layer (9).

3. The gabion mesh ecological slope protection according to claim 1, characterized in that, The inside of the gabion mesh (5) is filled with stones (11).

4. The gabion mesh ecological slope protection according to claim 2, characterized in that, A soil layer (10) that wraps the concrete squares (12) is laid on the right side of the cement mortar layer (9).

5. The gabion mesh ecological slope protection according to claim 4, characterized in that, Green plants (13) are planted at the right end of the soil layer (10).

6. The gabion mesh ecological slope protection according to claim 1, characterized in that, The connection component includes a number of second insertion rods (14) installed inside the cement mortar layer (9), and the left end of the second insertion rod (14) is connected to the inside of the river embankment (2), the geotextile (6), the gravel layer (7), and the sand and gravel layer (8). A number of barbs (15) are machined on the outer wall of the second insertion rod (14).

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