Gabion net ecological revetment

Abstract

The gabion net ecological revetment is formed by stacking a plurality of gabion nets filled with stones on a side slope side by side, each gabion net is of a cuboid net cage structure assembled by six honeycomb gabion net pieces, reinforcing ribs are fixedly connected between the two adjacent side faces of each gabion net, the bottom end of each reinforcing rib is connected with a connecting rod in an inserted mode, and the gabion nets are connected with the gabion nets in an inserted mode. The other end of the connecting rod faces the center of the bottom face of the gabion net and is fixedly connected with a connecting plate, the connecting plate and the connecting rod are located in the gabion net, and a fixing assembly is detachably connected to the connecting plate and used for fixing the gabion net to a slope. The stability of the gabion net on the slope can be enhanced, meanwhile, the overall stability of the gabion net can be guaranteed, and the situation that the gabion net deforms, and consequently construction is affected is avoided.

Description

Technical Field

[0001] The utility model relates to an ecological revetment, in particular to a gabion mesh ecological revetment. Background Art

[0002] An ecological revetment refers to a form of river slope protection that uses plants or a combination of plants and civil engineering. In addition to preventing riverbank collapse, it can also enable the mutual penetration of river water and soil, enhance the self-purification ability of the river channel, produce a certain natural landscape effect, and protect the river channel slope. A gabion mesh is a wire cage woven by a machine and assembled by manually connecting gabion mesh sheets with steel wires. Gabion meshes are mostly used in water conservancy projects and are auxiliary to the protection of river channel slopes.

[0003] In the existing gabion mesh ecological revetment, gabion cages filled with stones are usually stacked on the slope. When the slope has a large inclination angle, the grip of the slope on the gabion mesh will be smaller, and the stones in the gabion cage are not easily stacked on the slope. The utility model with the application number 202322325871.8 discloses a gabion mesh ecological revetment. Although an anchoring device is provided and buried in the soil of the slope to improve the grip between the gabion mesh and the slope and enhance the stability of the stones in the gabion mesh on the slope, it solves the problems of the prior art and has good practicability.

[0004] However, the anchoring device of this gabion mesh ecological revetment is clamped on the wires at the bottom of the gabion mesh. The tensile force generated during stone filling will act on these wires concentratedly, easily causing the wires to deform or even break, affecting the construction efficiency and the overall stability of the revetment.

[0005] Therefore, it is necessary to develop a gabion mesh ecological revetment to address the above defects. Summary of the Utility Model

[0006] The purpose of the utility model is to provide a gabion mesh ecological revetment that can enhance the stability of the gabion mesh on the slope, while ensuring the overall stability of the gabion mesh and avoiding the deformation of the gabion mesh, thus affecting the construction.

[0007] To solve the above technical problems, the utility model adopts the following technical solutions:

[0008] The utility model relates to an ecological revetment of gabion mesh, which is formed by arranging a plurality of gabion meshes filled with stones side by side on a slope. The gabion mesh is a cuboid-shaped cage structure assembled by six honeycomb-shaped gabion mesh sheets. It is characterized in that: reinforcing ribs are fixedly connected between adjacent two side surfaces of the gabion mesh, and a connecting rod is inserted at the bottom end of each reinforcing rib. The other end of the connecting rod faces the center position of the bottom surface of the gabion mesh and is fixedly connected with a connecting plate. The connecting plate and the connecting rod are located inside the gabion mesh. A fixing component is detachably connected to the connecting plate, and the fixing component is used to fix the gabion mesh on the slope.

[0009] Further, the fixing component includes a ground pile. A jack is formed through the connecting plate. The ground pile penetrates through the jack and the bottom surface of the gabion mesh. A limit cap is fixedly connected to the top end of the ground pile. A threaded section is also formed on the ground pile, and a limit plate is threadedly connected to the threaded section. The limit plate is located outside the gabion mesh.

[0010] Further, a plurality of fixing bars are evenly distributed along the circumference of the bottom surface of the limit plate and are fixedly connected thereto. The fixing bars incline towards the direction away from the ground pile.

[0011] Further, a plurality of connecting holes are formed at intervals along the circumference of the top surface of the connecting plate. A connecting rope is fixedly connected to the connecting hole. The other end of the connecting rope is fixedly connected to the top surface of the gabion mesh.

[0012] Further, the connecting rope is a stainless steel wire rope or a galvanized steel wire rope.

[0013] Further, one end of the connecting rod is fixedly connected with an inserting cylinder adapted to the reinforcing rib, and the bottom end of the reinforcing rib is fitted and inserted into the inserting cylinder.

[0014] Compared with the prior art, the beneficial technical effects of the utility model are as follows:

[0015] By arranging the reinforcing ribs, the strength of the gabion mesh structure is enhanced. Through the arrangement of the connecting rods, the acting force of the fixing component on the gabion mesh can be dispersed through the connecting rods. By connecting the connecting rods with the reinforcing ribs, the acting force received by the connecting rods can be further dispersed, avoiding the deformation of the gabion mesh caused by the concentrated acting force of the fixing component on the wire of the gabion mesh and ensuring the overall stability of the gabion mesh. BRIEF DESCRIPTION OF THE DRAWINGS

[0016] The following further describes the utility model with reference to the accompanying drawings.

[0017] Figure 1 It is a three-dimensional structural schematic diagram of the ecological revetment of gabion mesh of the utility model;

[0018] Figure 2Schematic three-dimensional structure diagram of the fixing component of the present utility model;

[0019] Figure 3 Schematic three-dimensional structure diagram of the connecting plate and the connecting rod of the present utility model.

[0020] Description of reference numerals: 1, gabion mesh; 2, reinforcing rib; 3, connecting rod; 4, connecting plate; 5, fixing component; 6, ground pile; 7, jack; 8, limit cap; 9, threaded section; 10, limit plate; 11, fixing strip; 12, connection hole; 13, connecting rope; 14, inserting cylinder. Specific embodiments

[0021] The core of the present utility model is to provide a gabion mesh ecological revetment, which can enhance the stability of the gabion mesh on the slope, and at the same time can ensure the overall stability of the gabion mesh, avoiding the deformation of the gabion mesh and thus affecting the construction.

[0022] 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 making creative efforts shall fall within the protection scope of the present utility model.

[0023] In the description of the present utility model, it should be understood that the orientation or positional relationship indicated by the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", "outer", etc. is based on the orientation or positional relationship shown in the accompanying drawings, and is only for the convenience of describing the present utility model and simplifying the description, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as a limitation of the present utility model.

[0024] In a specific embodiment, as Figures 1 to 3 shown, it is formed by arranging a plurality of gabion meshes 1 filled with stones side by side on the slope. The gabion mesh 1 is a cuboid-shaped mesh box structure assembled by six honeycomb-shaped gabion mesh sheets. Reinforcing ribs 2 are fixedly connected between adjacent two side surfaces of the gabion mesh 1. Connecting rods 3 are respectively inserted at the bottom ends of each reinforcing rib 2. The other end of the connecting rod 3 faces the center position of the bottom surface of the gabion mesh 1 and is fixedly connected with a connecting plate 4. The connecting plate 4 and the connecting rod 3 are located inside the gabion mesh 1. A fixing component 5 is detachably connected to the connecting plate 4. The fixing component 5 is used to fix the gabion mesh 1 on the slope.

[0025] By providing the reinforcing ribs 2, the strength of the gabion net 1 structure is enhanced. Through the provision of the connecting rod 3, the acting force of the fixing component 5 on the gabion net 1 can be dispersed via the connecting rod 3. By connecting the connecting rod 3 to the reinforcing ribs 2, the acting force received by the connecting rod 3 can be further dispersed, avoiding deformation of the gabion net 1 caused by the concentrated acting force of the fixing component 5 on the wires of the gabion net 1 and ensuring the overall stability of the gabion net.

[0026] In a specific embodiment, the fixing component 5 includes a ground pile 6. A jack hole 7 is formed through the connecting plate 4. The ground pile 6 passes through the jack hole 7 and the bottom surface of the gabion net 1 to fix the gabion net 1 on the slope. A limit cap 8 is fixedly connected to the top end of the ground pile 6 to prevent the ground pile 6 from coming out of the jack hole 7. A threaded section 9 is also provided on the ground pile 6, and a limit plate 10 is threadedly connected to the threaded section 9. The limit plate 10 is located outside the gabion net 1. It can further fix the ground pile 6 and prevent the ground pile 6 from detaching from the bottom surface of the gabion net 1.

[0027] Specifically, a plurality of fixing bars 11 are evenly distributed along the circumference and fixedly connected to the bottom surface of the limit plate 10. The fixing bars 11 are inclined away from the ground pile 6. It can increase the contact area with the soil and improve the fixing effect of the fixing component 5.

[0028] In a specific embodiment, a plurality of connecting holes 12 are formed at intervals along the circumference on the top surface of the connecting plate 4. A connecting rope 13 is fixedly connected to the connecting hole 12. The other end of the connecting rope 13 is fixedly connected to the top surface of the gabion net 1. It can enhance the overall strength of the gabion net 1 and at the same time further disperse the acting force of the fixing component 5 on the gabion net 1.

[0029] Specifically, the connecting rope 13 is a stainless steel wire rope or a galvanized steel wire rope. Both of these materials have good corrosion resistance and tensile strength, which can ensure the stability and reliability of the connecting rope 13 during long-term use.

[0030] In a specific embodiment, one end of the connecting rod 3 is fixedly connected with an insertion cylinder 14 adapted to the reinforcing rib 2. The bottom end of the reinforcing rib 2 is fitted and inserted into the insertion cylinder 14. It can simplify the installation process, improve the connection strength between the reinforcing rib 2 and the connecting rod 3, and ensure the stability of the entire structure.

[0031] The working principle of the present utility model: When the present utility model is in use, first, the ground pile 6 is passed through the jack hole 7, and the limit plate 10 is screwed onto the threaded section 9 of the ground pile 6 from the outside of the gabion net 1, thereby fixing the fixing component 5 on the gabion net 1. Then, the ground pile 6 is buried in the slope, the gabion nets 1 are stacked side by side on the slope, then stones are filled into the gabion cage 1, and finally, the mesh sheet at the top end of the gabion net 1 is tied and fixed to the gabion net 1, and then the connecting rope 13 is fixed to the mesh sheet at the top end of the gabion net 1.

[0032] The various embodiments in this specification are described in a progressive manner. Each embodiment focuses on the differences from other embodiments. For the same or similar parts among the various embodiments, reference can be made to each other. For the devices disclosed in the embodiments, since they correspond to the methods disclosed in the embodiments, the description is relatively simple. For the relevant parts, reference can be made to the description in the method section.

[0033] The above-described embodiments are only descriptions of the preferred modes of the present invention, and do not limit the scope of the present invention. Without departing from the design spirit of the present invention, various deformations and improvements made by those of ordinary skill in the art to the technical solutions of the present invention shall fall within the protection scope determined by the claims of the present invention.

Claims

1. An ecological revetment with gabion nets is formed by arranging a number of gabion nets (1) filled with stones side by side on a slope. The gabion net (1) is a cuboid-shaped net cage structure assembled by six honeycomb-shaped gabion net sheets, and is characterized in that: Reinforcing ribs (2) are fixedly connected between adjacent two side faces of the gabion mesh (1). Connecting rods (3) are respectively inserted at the bottom ends of each of the reinforcing ribs (2). The other ends of the connecting rods (3) face the central position of the bottom surface of the gabion mesh (1) and are fixedly connected with a connecting plate (4). The connecting plate (4) and the connecting rods (3) are located inside the gabion mesh (1). A fixing assembly (5) is detachably connected to the connecting plate (4), and the fixing assembly (5) is used to fix the gabion mesh (1) on the slope.

2. The gabion mesh ecological revetment according to claim 1, characterized in that: The fixing assembly (5) includes a ground pile (6). A jack (7) is formed through the connecting plate (4). The ground pile (6) penetrates through the jack (7) and the bottom surface of the gabion mesh (1). A limit cap (8) is fixedly connected to the top end of the ground pile (6). A threaded section (9) is also formed on the ground pile (6), and a limit plate (10) is threadedly connected to the threaded section (9). The limit plate (10) is located outside the gabion mesh (1).

3. The gabion mesh ecological revetment according to claim 2, characterized in that: A plurality of fixing bars (11) are evenly distributed along the circumference and fixedly connected to the bottom surface of the limit plate (10). The fixing bars (11) are inclined in a direction away from the ground pile (6).

4. The gabion mesh ecological revetment according to claim 1, characterized in that: A plurality of connection holes (12) are formed at intervals along the circumference on the top surface of the connecting plate (4). Connection ropes (13) are fixedly connected to the connection holes (12). The other ends of the connection ropes (13) are fixedly connected to the top surface of the gabion mesh (1).

5. The gabion mesh ecological revetment according to claim 4, characterized in that: The connection ropes (13) are stainless steel wire ropes or galvanized steel wire ropes.

6. The gabion mesh ecological revetment according to claim 1, characterized in that: One end of the connecting rod (3) is fixedly connected with an insertion cylinder (14) adapted to the reinforcing rib (2), and the bottom end of the reinforcing rib (2) is fitted and inserted into the insertion cylinder (14).

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