Sandy soil river bank slope protection reinforcing and protecting structure

Abstract

The utility model discloses a sandy soil river bank slope protection reinforcing and protecting structure which comprises a reinforcing platform assembly, the reinforcing platform assembly comprises an upper reinforcing platform and a lower reinforcing platform, the lower reinforcing platform is arranged at the bottom of a river bank slope body, and the upper reinforcing platform is arranged at the top of the river bank slope body; the protection assembly is arranged on the river bank slope body between the upper reinforcing platform and the lower reinforcing platform and comprises a plurality of anchor rods, a fixing layer, a gabion net cage set and a planting layer, the two ends of the fixing layer are connected with the upper reinforcing platform and the lower reinforcing platform correspondingly, the anchor rods penetrate through the fixing layer and extend into the river bank slope body, the gabion net cage set is arranged on the fixing layer, and the planting layer is arranged on the gabion net cage set. The gabion net cage group is covered with the planting layer, the planting layer comprises covering nets connected to the gabion net cage group, gaps between the covering nets are filled with planting soil, and plants are planted on the planting soil. Compared with the prior art, the river bank protection slope can be reinforced, ecological bank protection is achieved, and the environment can be beautified.

Description

Technical Field

[0001] The utility model relates to the technical field of river bank protection, in particular to a sandy soil river bank slope reinforcement and protection structure. Background Art

[0002] Slope protection refers to various paving and planting methods used on slopes to prevent erosion. There are two types of slope protection: direct protection and indirect protection. Direct protection involves reinforcing the riverbank to resist erosion and washing away by water.

[0003] Due to the soil's characteristics, sandy riverbanks are difficult for most plants to survive, making it difficult to stabilize the riverbanks through greening. Furthermore, erosion by river waves further contributes to sand loss. Traditionally, riverbank protection has relied on hardened concrete. However, in today's era of environmental protection, this approach should be phased out. Consequently, a technology specifically designed for sandy riverbanks is urgently needed that can provide ecological bank protection, beautify the environment, and conserve water and soil. Utility Model Content

[0004] The utility model provides a sandy soil river bank slope reinforcement and protection structure, which can reinforce the river bank slope, realize ecological bank protection, and beautify the environment.

[0005] In order to achieve the above-mentioned object, the utility model provides a sandy soil river bank slope reinforcement and protection structure, which comprises:

[0006] A reinforcement platform assembly, the reinforcement platform assembly comprising an upper reinforcement platform and a lower reinforcement platform, the lower reinforcement platform being arranged at the bottom of the river bank slope, and the upper reinforcement platform being arranged at the top of the river bank slope;

[0007] A protective component is arranged on the river bank slope between the upper reinforcement platform and the lower reinforcement platform, and the protective component includes a plurality of anchor rods, a fixed layer, a gabion cage group and a planting layer. The two ends of the fixed layer are respectively connected to the upper reinforcement platform and the lower reinforcement platform, the anchor rod passes through the fixed layer and extends into the river bank slope. The gabion cage group is arranged on the fixed layer, and the planting layer is covered on the gabion cage group. The planting layer includes a covering net connected to the gabion cage group, and the gaps between the covering nets are filled with planting soil, and plants are planted on the planting soil.

[0008] As a further description of the above technical solution:

[0009] The gabion cage group is assembled from a plurality of gabion cages, and the gabion cages are filled with stones or sandbags.

[0010] As a further description of the above technical solution:

[0011] A limit frame is provided on the gabion cage, an avoidance hole is provided on the limit frame, and the covering net is arranged in the avoidance hole.

[0012] As a further description of the above technical solution:

[0013] A card slot is provided on one side of the limit frame, and a card block is provided on the other side of the limit frame.

[0014] As a further description of the above technical solution:

[0015] At least one drainage groove is provided on the limiting frame.

[0016] As a further description of the above technical solution:

[0017] The covering net is made of geotextile.

[0018] In summary, due to the adoption of the above technical solution, the beneficial effects of the present invention are:

[0019] 1. In the utility model, an upper reinforcement platform, a lower reinforcement platform, a fixed layer and anchor rods are provided. The fixed layer is a concrete layer. The fixed layer is reinforced by anchor rods, so that the fixed layer can be firmly fixed on the river bank slope and is not easy to slide. The fixed layer can improve the supporting strength, avoid the gabion cage group from collapsing the river bank slope, and at the same time prevent the surface of the river bank slope from being eroded by rainwater.

[0020] 2. In the utility model, the gabion cage is made of high-galvanized low-carbon steel wire made by hot-dip galvanizing process, which has strong durability. The cage can not only adapt to the deformation of uneven settlement of the foundation, but also resist the drag and scouring of water flow, and provide growth conditions for plants. A covering net is formed on the surface of the gabion cage through geotextile, and the covering net is filled with planting soil. The purpose of root reinforcement is achieved through plant growth, thereby enhancing the stability and anti-erosion ability of the slope, realizing ecological bank protection, and beautifying the environment. BRIEF DESCRIPTION OF THE DRAWINGS

[0021] In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the following is a brief introduction to the drawings required for use in the embodiments. It should be understood that the following drawings only illustrate certain embodiments of the present invention and therefore should not be regarded as limiting the scope. For ordinary technicians in this field, other relevant drawings can be obtained based on these drawings without paying any creative work.

[0022] Figure 1 This is a structural schematic diagram of a sandy soil river bank slope reinforcement and protection structure.

[0023] Figure 2This is a structural schematic diagram of a gabion cage group in a sandy soil river bank slope reinforcement and protection structure.

[0024] Figure 3 This is a structural schematic diagram of a limit frame in a sandy soil river bank slope reinforcement and protection structure.

[0025] Legend:

[0026] 1. Upper reinforcement platform; 2. Lower reinforcement platform; 3. Riverbank slope; 4. Anchor rod; 5. Fixed layer; 6. Gabion cage group; 7. Planting layer; 8. Limit frame; 9. Avoidance hole; 10. Slot; 11. Block; 12. Drainage trough; 13. Plants. DETAILED DESCRIPTION

[0027] To make the purpose, technical solutions, and advantages of the embodiments of the present invention more clear, the technical solutions in the embodiments of the present invention will be clearly and completely described below in conjunction with the accompanying drawings of the embodiments of the present invention. Obviously, the described embodiments are only some embodiments of the present invention, not all embodiments. Generally, the components of the embodiments of the present invention described and shown in the drawings herein can be arranged and designed in various different configurations.

[0028] Therefore, the following detailed description of the embodiments of the present invention provided in the accompanying drawings is not intended to limit the scope of the claimed invention, but rather merely represents selected embodiments of the present invention. All other embodiments derived by persons of ordinary skill in the art based on the embodiments of the present invention without creative effort are also within the scope of protection of the present invention.

[0029] It should be noted that similar reference numerals and letters denote similar items in the following drawings, and therefore, once an item is defined in one drawing, it does not need to be further defined or explained in subsequent drawings.

[0030] In the description of the embodiments of the present invention, it should be noted that the terms "upper" and "inner" etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the accompanying drawings, or are the orientations or positional relationships in which the product of the present invention is usually placed when in use. These are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation. Therefore, they cannot be understood as limitations on the present invention.

[0031] It should also be noted that, in the description of this utility model, unless otherwise expressly specified or limited, the terms "disposed," "installed," "connected," and "connected" should be understood in a broad sense. For example, they may refer to fixed connections, detachable connections, or integral connections; they may refer to direct connections, indirect connections through an intermediate medium, or internal communication between two components. Those skilled in the art will understand the specific meanings of the above terms in this utility model based on the specific circumstances.

[0032] See also Figure 1-3 The utility model provides a sandy soil river bank slope reinforcement and protection structure, comprising:

[0033] A reinforcement platform assembly, comprising an upper reinforcement platform 1 and a lower reinforcement platform 2, wherein the lower reinforcement platform 2 is arranged at the bottom of the river bank slope 3, and the upper reinforcement platform 1 is arranged at the top of the river bank slope;

[0034] A protective component is arranged on the river bank slope 3 between the upper reinforcement platform 1 and the lower reinforcement platform 2, and the protective component includes a plurality of anchor rods 4, a fixed layer 5, a gabion cage group 6 and a planting layer 7. The two ends of the fixed layer 5 are respectively connected to the upper reinforcement platform 1 and the lower reinforcement platform 2, the anchor rod 4 passes through the fixed layer 5 and extends into the river bank slope 3, the gabion cage group 6 is arranged on the fixed layer, and the planting layer 7 is covered on the gabion cage group 6. The planting layer 7 includes a covering net connected to the gabion cage group 6, and the gaps between the covering nets are filled with planting soil, and plants 13 are planted on the planting soil.

[0035] The gabion cage group 6 is assembled from multiple gabion cages filled with stones or sandbags. The gabion cages are made of highly galvanized low-carbon steel wire produced through a hot-dip galvanizing process, which is highly durable. The cages can adapt to deformation caused by uneven foundation settlement and resist drag and scouring by water.

[0036] The gabion cage is provided with a limit frame 8, the limit frame 8 is provided with an avoidance hole 9, and the covering net is arranged in the avoidance hole 9. This can achieve the purpose of preventing soil loss.

[0037] One side of the limit frame 8 is provided with a card slot 10, and the other side of the limit frame 8 is provided with a card block 11. The card slots on the limit frame and the card blocks on the adjacent limit frames are connected to each other, so that the gabion cage can be fixed more firmly and stably.

[0038] At least one drainage trough 12 is provided on the limiting frame 8. The drainage trough is arranged along the direction of the river bank slope to drain rainwater in time and prevent rainwater from eroding the river bank slope.

[0039] The covering net is made of geotextile.

[0040] Working Principle: The upper and lower reinforcement platforms, fixed layers, and anchor rods are installed. The fixed layer is a concrete layer. The fixed layer is reinforced by anchor rods, which can make the fixed layer firmly fixed to the river bank slope and not easy to slide. The fixed layer can improve the support strength, prevent the gabion cage group from collapsing the river bank slope, and at the same time prevent the river bank slope surface from being eroded by rainwater. The gabion cage is made of high-galvanized low-carbon steel wire produced by hot-dip galvanizing process, which is highly durable. The cage can adapt to the deformation of uneven foundation settlement and resist the drag and erosion of water flow. It also provides growth conditions for plants. The surface of the gabion cage is covered with geotextiles and filled with planting soil. The purpose of root reinforcement is achieved through plant growth, which enhances the stability and anti-erosion ability of the slope, realizes ecological bank protection, and beautifies the environment.

[0041] The above is only a preferred specific implementation method of the present invention, but the protection scope of the present invention is not limited to this. Any technician familiar with the technical field within the technical scope disclosed by the present invention can make equivalent replacements or changes based on the technical solution and utility model concept of the present invention, which should be covered by the protection scope of the present invention.

Claims

1. A sandy soil river bank slope reinforcement and protection structure, characterized in that: include: A reinforcement platform assembly, the reinforcement platform assembly comprising an upper reinforcement platform and a lower reinforcement platform, the lower reinforcement platform being arranged at the bottom of the river bank slope, and the upper reinforcement platform being arranged at the top of the river bank slope; A protective component is arranged on the river bank slope between the upper reinforcement platform and the lower reinforcement platform, and the protective component includes a plurality of anchor rods, a fixed layer, a gabion cage group and a planting layer. The two ends of the fixed layer are respectively connected to the upper reinforcement platform and the lower reinforcement platform, the anchor rod passes through the fixed layer and extends into the river bank slope. The gabion cage group is arranged on the fixed layer, and the planting layer is covered on the gabion cage group. The planting layer includes a covering net connected to the gabion cage group, and the gaps between the covering nets are filled with planting soil, and plants are planted on the planting soil.

2. The sandy soil river bank slope reinforcement and protection structure according to claim 1, characterized in that: The gabion cage group is assembled from a plurality of gabion cages, and the gabion cages are filled with stones or sandbags.

3. The sandy soil river bank slope reinforcement and protection structure according to claim 2, characterized in that: A limit frame is provided on the gabion cage, an avoidance hole is provided on the limit frame, and the covering net is arranged in the avoidance hole.

4. The sandy soil river bank slope reinforcement and protection structure according to claim 3, characterized in that: A card slot is provided on one side of the limit frame, and a card block is provided on the other side of the limit frame.

5. The sandy soil river bank slope reinforcement and protection structure according to claim 3, characterized in that: At least one drainage groove is provided on the limiting frame.

6. The sandy soil river bank slope reinforcement and protection structure according to claim 1, characterized in that: The covering net is made of geotextile.

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